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Home My WebLink AboutSW3190702_Plansheet - Set_20191021LANDDESIGN 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 CONTACT: SHAUN TOOLEY EMAIL: STOOLEY@LANDDESIGN.COM LANDSCAPE ARCHITECT (NOT TO SCALE) NTSSCALE: DEVELOPER CENTURY COMMUNITIES SOUTHEAST, LLC. 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 CHARLOTTE, NC 28226 704.912.1374 CONTACT: ANDREW ROUZER EMAIL: ANDREW.ROUZER@CENTURYCOMMUNITIES.COM LANDOWNER MONROE TOWNSHIP FARMS, LLC P.O. BOX 429 MONROE, NC 28111 EMAIL: FRANKLINHOWEY@AOL.COM LANDDESIGN 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 CONTACT: FRANK MCMAHAN EMAIL: FMCMAHAN@LANDDESIGN.COM CIVIL ENGINEER VICINITY MAP DATE: PROJECT TEAMSHEET INDEX 10/18/2019 2:15 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-COVER SHEET.DWG 10.18.2019 UNION COUNTY, NORTH CAROLINA INFRASTRUCTURE WEDDINGTON POINTE SITE WEDDING TON RD GOLDMI N E R D AIRPORT R D Sheet Number Sheet Title C-0.1 COVER SHEET C-0.1 COVER SHEET Sheet Number C-7.5 PROP. SSMH-3 TO PROP. SSMH-18 C-0.2 GENERAL NOTES C-1.0 OVERALL EXISTING CONDITIONS & DEMOLITION PLAN C-1.1 - C-1.2 EXISTING CONDITIONS & DEMOLITION PLAN C-2.0 OVERALL EROSION CONTROL PLAN - PHASE 1 C-2.1 - C-2.4 DETAILED EROSION CONTROL PLAN - PHASE 1 C-2.5 OVERALL EROSION CONTROL PLAN - PHASE 2 C-2.6 - C-2.9 DETAILED EROSION CONTROL PLAN - PHASE 2 C-2.10 - C-2.13 EROSION CONTROL DETAILS C-3.0 OVERALL SITE PLAN C-3.1 - C-3.4 SITE PLAN C-3.5 IMPERVIOUS AREA MAP C-3.6 - C-3.8 SITE DETAILS C-3.9 TYPICAL STREET SECTIONS C-3.10 FIRE ACCESS PLAN C-4.0 ROADWAY PLAN & PROFILE INDEX SHEET C-4.1 ROADWAY PLAN & PROFILE - WALKERS RUN DRIVE C-4.2 ROADWAY PLAN & PROFILE - PORTERS LANE & FOXCROFT DRIVE C-4.3 ROADWAY PLAN & PROFILE - MARKFIELD LANE C-4.4 - C-4.6 ROADWAY PLAN & PROFILE - WEDDINGTON POINTE DRIVE C-4.7 ROADWAY PLAN & PROFILE - PENWOOD PLACE C-4.8 ROADWAY PLAN & PROFILE - EASTCOTT AVENUE C-4.9 ROADWAY PLAN & PROFILE - EASTCOTT AVENUE & MAYLEN TRACE C-4.10 ROADWAY PLAN & PROFILE - GLENFORD DRIVE & YEARDEN LANE C-4.11 ROADWAY PLAN & PROFILE - YEARDEN LANE C-4.12 - C-4.27 INTERSECTION SIGHT DISTANCE C-5.0 OVERALL GRADING PLAN C-5.1 - C-5.4 GRADING PLAN C-6.0 OVERALL STORM DRAINAGE PLAN C-6.1 - C-6.4 STORM DRAINAGE PLAN C-6.5 STORM DRAINAGE AREA INDEX SHEET C-6.6 - C-6.9 DETAILED STORM DRAINAGE AREA PLAN C-6.10 PRE-DEVELOPED DRAINAGE AREA MAP C-6.11 POST DEVELOPED DRAINAGE AREA C-6.12 WET POND #1 DETAIL C-6.13 WET POND #2 DETAIL C-6.14 WET POND #3 DETAIL C-6.15 WET POND #4 DETAIL C-6.16 - C-6.17 STORM DRAINAGE DETAILS C-7.0 UTILITY PLAN AND PROFILE INDEX SHEET C-7.1 PROP. SSMH-1 TO PROP. SSMH-15 (STA. 0+00 - STA. 6+77) C-7.2 PROP. SSMH-1 TO PROP. SSMH-15 (STA. 6+77 - STA. 16+18) C-7.3 PROP. SSMH-1 TO PROP. SSMH-15 (STA. 16+18 - STA. 25+15) C-7.4 PROP. SSMH-1 TO PROP. SSMH-15 (STA. 25+15 - STA. 36+55) C-7.6 PROP. SSMH-10 TO PROP. SSMH-21 C-7.7 PROP. SSMH-11 TO PROP. SSMH-24 C-7.8 SSMH-16 TO SSMH-25, SSMH-9 TO SSMH-26, SSMH-23 TO SSMH-27 C-7.9 PROP. SSMH-28 TO PROP. SSMH-37 (STA. 0+00 - STA. 9+63) C-7.10 PROP. SSMH-28 TO PROP. SSMH-37 (STA. 9+63 - STA. 17+43) C-7.11 PROP. SSMH-12 TO PROP. SSMH-39, WATERMAIN PROFILE C-7.12 - C-7.14 UTILITY DETAILS C-8.0 OVERALL PLANTING PLAN C-8.1 - C-8.4 DETAILED PLANTING PLAN C-8.5 WET POND #1 PLANTING C-8.6 WET POND #2 PLANTING C-8.7 WET POND #3 PLANTING C-8.8 WET POND #4 PLANTING C-8.9 PLANTING DETAILS C-9.0 AIRPORT ROAD - PHASE I TRAFFIC CONTROL PLAN C-9.1 AIRPORT ROAD - PHASE II TRAFFIC CONTROL PLAN C-9.2 - C-9.3 WEDDINGTON ROAD-PHASE I TRAFFIC CONTROL PLAN C-9.4 - C-9.5 WEDDINGTON ROAD-PHASE II TRAFFIC CONTROL PLAN C-9.6 AIRPORT ROAD PLAN AND PROFILE C-9.7 - C-9.10 WEDDINGTON ROAD PLAN AND PROFILE C-9.11 SIGNAGE AND STRIPING - AIRPORT ROAD & WEDDINGTON ROAD C-9.12 SIGNAGE AND STRIPING - WEDDINGTON ROAD C-9.13 - C-9.19 AIRPORT ROAD CROSS SECTIONS C-9.20 - C-9.41 WEDDINGTON ROAD CROSS SECTIONS (NOT TO SCALE) NTS SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL GENERAL NOTES: 1.BASE INFORMATION, INCLUDING EXISTING CONDITIONS, TOPOGRAPHY, EXISTING UTILITIES, AND BOUNDARY INFORMATION IS FROM PLANS BY: THE JOHN R. MCADAMS COMPANY, INC. 2.WRITTEN DIMENSIONS PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDDESIGN OF ANY DISCREPANCIES. 3.DIMENSIONS ARE TO FACE OF OBJECT / BACK OF CURB, UNLESS NOTED OTHERWISE. 4.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING UTILITIES ARE TO BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO THE OWNER. LANDDESIGN ASSUMES NO RESPONSIBILITY FOR ANY UTILITIES NOT SHOWN ON PLANS. 5.CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ALL ITEMS PER DRAWINGS AND SPECIFICATION(S). 6.THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED ANY DISCREPANCY AND/ OR UNCERTAINTY AS TO WHAT MATERIAL OR PRODUCT IS TO BE USED, SHALL BE VERIFIED WITH THE OWNER OR LANDDESIGN PRIOR TO BIDDING. 7.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK, AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 8.IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER & LANDDESIGN SHALL BE NOTIFIED IMMEDIATELY. 9.CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 10.CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THIS SITE AND AND BE RESPONSIBLE FOR ACCURACY AND CORRECTNESS OF SAME. 11.CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES AND NOTIFY OWNER & LANDDESIGN OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 12.THE CONTRACTOR AND OR OWNER SHALL EMPLOY, AS REQUIRED BY GOVERNING AUTHORITIES, AN APPROVED TESTING LABORATORY TO MAKE ALL TESTS FROM CONCRETE, SOIL COMPACTION AND WELDING TO INSURE COMPLIANCE WITH PLANS, STANDARDS AND CODES. COST SHALL BE INCLUDED AS INCIDENTAL TO THE CONTRACT. 13.ALL EXISTING WORK OR LANDSCAPING NOT SHOWN TO BE ALTERED OR REMOVED SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR(S) SHALL BEAR THE TOTAL EXPENSE FOR, AND SHALL REPAIR TO EXISTING CONDITIONS, AND DAMAGE TO EXISTING CONSTRUCTION EQUIPMENT, OR IMPROVEMENTS NOT INDICATED IN THE DRAWINGS OR SPECIFICATIONS TO RECEIVE ALTERATION, ADDITIONS OR REMOVAL. LAYOUT NOTES: 1.ALL MATERIALS AND CONSTRUCTION WITHIN RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH UNION COUNTY AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND CONSTRUCTION STANDARDS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2.EXISTING UTILITIES ARE SHOWN SCHEMATICALLY AND ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS IN THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION. REPAIRS SHALL BE EQUAL TO OR BETTER THAN CONDITION PRIOR TO CONSTRUCTION. 4.ALL ONSITE PAVING DIMENSIONS ARE TO THE BACK OF CURB, WHERE APPLICABLE, UNLESS NOTED OTHERWISE. 5.ALL CURB RADII AND SIDEWALK RETURNS ARE 2' UNLESS NOTED OTHERWISE. 6.ALL PAVING AND EARTHWORK OPERATIONS SHALL CONFORM TO THE PROJECT GEOTECHNICAL REPORT. 7.BOUNDARY SURVEY: BOUNDARY SURVEY INFORMATION IS BASED ON THE BOUNDARY SURVEY PREPARED BY THE JOHN R. MCDAMS COMPANY, INC. REFER TO THE BOUNDARY SURVEY AND PLAT TO VERIFY PROPERTY LINES AND EASEMENT LOCATIONS. 8.BUILDING DIMENSIONS: THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS TO VERIFY THE EXACT BUILDING DIMENSIONS. GRADING NOTES: 1.STAKE PER SPOT ELEVATIONS AND NOTED SLOPES. CONTOURS ARE PROVIDED FOR MASS GRADING/INTENT ONLY. 2.WRITTEN DIMENSIONS AND GRADES PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDDESIGN OF ANY DISCREPANCIES. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIM/HERSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES. STRUCTURES AND LINE RUNS. 4.CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS ANY QUANTITIES PROVIDE BY LANDDESIGN ARE PROVIDED FOR CONVENIENCE ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. LANDDESIGN SHOULD BE NOTIFIED OF ANY GRADING DISCREPANCIES. 5.ALL SPOT ELEVATIONS SHOWN ON GRADING PLAN ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ALL RIM ELEVATIONS ARE TO EDGE OF PAVEMENT. 6.REFER TO GEOTECHNICAL ENGINEER AND GEOTECH REPORT FOR INFORMATION ON SUBSURFACE MATERIALS, TOPSOIL, STRUCTURAL MATERIAL, DEEP FILLS, EXCAVATION, AND FOUNDATIONS. 7.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 8.IN ORDER TO ASSURE PROPER DRAINAGE, KEEP A MINIMUM OF .5% SLOPE ON THE CURB. 9.ALL PLANTING ISLANDS SHALL BE GRADED TO MOUND TO PROVIDE POSITIVE DRAINAGE. 10.CONTRACTOR TO VERIFY 2% MAX. CROSS-SLOPE ON ALL SIDEWALKS. 11.CONCRETE SIDEWALKS ADJACENT TO TREE SAVE LOCATIONS SHOULD BE POURED ON TOP OF EXISTING GRADE. 12.REFER TO LANDSCAPE PLAN FOR ALL TREE PROTECTION FENCE LOCATIONS AND INSTALLATION PROCEDURES. BEFORE GRADING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF TREE PROTECTION BARRICADES. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING, OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. 13.DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO LAYOUT FOOTINGS. 14.GRADING CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES. 15.GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS PROJECT. 16.CONTOURS ARE PROVIDED FOR GENERAL INTENT ONLY. SPOT ELEVATIONS SHALL SUPERCEDE. NOTIFY LANDDESIGN OF ANY DISCREPANCIES IMMEDIATELY. 17.PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON APPROVED PLANS AS BEING RETAINED TO MEET THE REQUIREMENTS OF THIS ARTICLE ARE PROTECTED DURING THE CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR INJURY. BEFORE ANY EXCAVATION TAKES PLACE ON THE SUBJECT SITE, A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICIENT TO PUT ON NOTICE ALL CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIPLINE OF SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR. REQUIRED TREE BARRIERS MUST BE SHOWN ON CONSTRUCTION PLANS. MATERIALS + PAVING NOTES: 1.ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT SERVICES AND TESTING FOR ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE PROJECT DOCUMENTS AND THE GOVERNING AUTHORITIES' REQUIREMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE PROJECT DOCUMENTS AND THE GOVERNING AUTHORITIES' REQUIREMENTS, THE MORE STRINGENT SHALL APPLY. 2.SUBGRADE PREPARATION, PAVEMENT STRENGTH AND THICKNESS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. 2.1.PROOF ROLLING OF STREET SUBGRADE AND AGGREGATE BASE MATERIAL SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF THE APPROPRIATE INSPECTOR. 2.2.PAVEMENT SUBGRADE SHALL BE GRADED TO PREVENT PONDING AND INFILTRATION OF EXCESSIVE MOISTURE ON OR ADJACENT TO THE PAVEMENT SUBGRADE. 3.BREAKOUTS FOR REMOVAL OF EXISTING PAVEMENT AND CURBS SHALL BE MADE BY FULL DEPTH SAW CUT WHEN ADJACENT TO PROPOSED PAVEMENT AND/OR CURBS. 4.PROPOSED PAVEMENT AND/OR CURBS INTENDED TO TIE INTO EXISTING SHALL MATCH THE ELEVATION OF EXISTING PAVEMENT AND/OR CURBS. 5.PAVEMENT MARKINGS 5.1.PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)" 5.2.FIRE LANES SHALL BE STRIPED AND/OR SIGNED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES' REGULATIONS. 5.3.ALL ACCESSIBLE PAVEMENT MARKINGS SHALL COMPLY WITH ADAAG STANDARDS AND STATE AND LOCAL CODES. 6.IF APPLICABLE, CONTRACTOR SHALL REFER TO THE SITE CIVIL, MEP AND IRRIGATION PLANS FOR CONDUIT TO BE INSTALLED UNDER PAVEMENT PRIOR TO COMMENCING PAVEMENT SUBGRADE PREPARATION. 7.ALL TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY, EMPLOYED AND PAID DIRECTLY BY THE OWNER. TESTING SHALL BE PERFORMED, AT A MINIMUM, IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT, NCDOT AND OTHER GOVERNING AGENCIES SPECIFICATIONS. IN THE EVENT THE RESULTS OF THE INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND THE SPECIFICATIONS, SUBSEQUENT TEST NECESSARY TO DETERMINE THE ACCEPTABILITY OF CONSTRUCTION SHALL BE AT THE CONTRACTOR'S EXPENSE. PAVEMENT FOUND TO BE DEFICIENT IN STRENGTH OR THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. ACCESSIBILITY NOTES: 1.MAX CROSS SLOPE ON SIDEWALKS SHALL BE 2% MAXIMUM, UNLESS NOTED OTHERWISE. 2.ALL CURB RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE. 3.ALL CURB RAMPS SHALL HAVE A 1:12 MAX SLOPE IN THE DIRECTION OF TRAVEL, 2% MAX CROSS SLOPE. ADDITIONAL MISCELLANEOUS NOTES: 1.ALL CONSTRUCTION, MATERIALS AND METHODS SHALL BE IN ACCORDANCE WITH UNION COUNTY, NCDEQ, AND NCDOT STANDARDS AND SPECIFICATIONS AND ALL OTHER CITY, STATE AND FEDERAL REGULATIONS AND/OR STANDARDS. CONTRACTOR SHALL OBTAIN A COPY OF ALL APPLICABLE STANDARDS AND SPECIFICATIONS AND BECOME FAMILIAR WITH SAID DOCUMENTS PRIOR TO CONSTRUCTION. 2.PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES. 3.ALL INSPECTORS SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO START OF CONSTRUCTION. 4.ANY DISCREPANCY / APPARENT ERRORS BETWEEN THESE PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY AND PRIOR TO PROCEEDING WITH THE WORK. 5.APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF SITE GRADING, WRITTEN PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ANY CONFLICTS WITH EXISTING UTILITIES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. 7.IF PROPOSED UTILITIES ARE INSTALLED WITHIN 12 INCHES, HORIZONTAL OR VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM THE APPROPRIATE GAS COMPANY. 8.RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SAFETY DEVICES FOR THE PROTECTION OF THE PUBLIC, THE WORKERS, AND GENERAL PROTECTION OF THE WORK SHALL REST WITH THE CONTRACTOR DOING THE WORK. 9.NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE PAVEMENT AND TOP OF TOPSOIL IN AREAS TO BE SEEDED. 10.DIMENSIONS AND ELEVATIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO LAYOUT FOOTINGS/BUILDINGS. 11.CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTOR SHALL RAISE OR LOWER EXISTING STRUCTURES AS REQUIRED TO MATCH FINISHED GRADES. 12.GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS PROJECT. 13.FOR ANY WORK ON THE STATE OR CITY RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL: 13.1.NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON COMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE RIGHT-OF-WAY. 13.2.PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT BARRICADES AND FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD HARMLESS UNION COUNTY, THE STATE OF NORTH CAROLINA, THE ARCHITECT/ENGINEER, AND THE OWNER FROM ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC. 13.3.COMPLETE WORK TO THE SATISFACTION OF THE CONTROLLING AUTHORITY AND OBTAIN A LETTER FROM THE DEPARTMENT STATING THAT THE WORK IS ACCEPTABLE. 14.CONTRACTOR SHALL IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST, IN THE EVENT OF A SHORTAGE OF STRUCTURAL FILL. 15.CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED. 16.CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK. 17.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION. 18.BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK THE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT. LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION. 19.CONTRACTOR TO GRADE SITE TO A TOLERANCE OF +/- .10 FEET (BALANCED) OF SUBGRADE. 20.PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 21.THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 22.ALL ELEVATIONS ARE IN REFERENCE TO THE BENCH MARK WHICH MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO BREAKING GROUND. 23.ALL FILL TO BE COMPACTED TO 95% STANDARD COMPACTION UNLESS OTHERWISE NOTED. CONTRACTOR TO CONSULT SITE GEOTECHNICAL ENGINEER FOR COMPACTION REQUIREMENTS. 24.THE PROPOSED CONTOURS SHOWN IN DRIVES, PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS-SECTION DATA TO ESTABLISH CORRECT SUB-BASE OR AGGREGATE BASE COURSE ELEVATIONS. 25.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. 26.ALL SLOPES NOT OTHERWISE NOTED SHALL BE 2:1 OR FLATTER. 27.NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH UNION COUNTY / NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. 28.CONTACT THE APPROPRIATE UTILITY COMPANY TO RELOCATE/ABANDON/REMOVE ANY EXISTING UTILITIES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED/ABANDONED/REMOVED AT THE EXPENSE OF THE CONTRACTOR UNLESS PREVIOUS ARRANGEMENTS HAVE BEEN MADE WITH OWNER. 29.THE CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION SEDIMENT AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED. 30.CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO OWNER. 31.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROL AND AIR POLLUTION ORDINANCES OR RULES. 32.LIMITS OF CLEARING SHOWN ON EROSION CONTROL PLANS ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS. 33.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THE GRADING PLAN IS SUBJECT TO A FINE. 34.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION SEQUENCE REQUIRES IT. GROUND STABILIZATION SHALL BE A MAXIMUM OF 7 DAYS FOR ALL PERIMETER AREAS AND SLOPES GREATER THAN 3:1. ALL OTHER AREAS ARE TO BE SEEDED OR LANDSCAPE WITHIN 14 DAYS OF COMPLETION OF GRADING. 35.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS INDICATED ON EROSION CONTROL PLANS. NO EROSION CONTROL DEVICE MEASURE MAY BE REMOVED UNTIL THE SITE IS STABILIZED. 36.ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH NCDOT AND UNION COUNTY STANDARDS AND SPECIFICATIONS AND ALL OTHER CITY, STATE AND FEDERAL REGULATIONS AND/OR STANDARDS. 37.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO EDGE OF ASPHALT, YARD INLETS TO FINISHED GRADE. 38.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 39.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ACCESS. ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW OR ACCESS IS PROHIBITED. 40.ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY. 41.MINIMUM COVER ON ALL STORM PIPES SHALL BE 3 FEET FOR HDPE AND CLASS III RCP. CLASS IV RCP SHALL BE USED WHERE COVER WILL BE LESS THAN 3'. 42.ALL NON-STANDARD DRAINAGE STRUCTURES (CB'S, HW'S, FES'S, BOTTOMLESS CULVERTS, ETC.) WILL REQUIRE SEALED CONSTRUCTION DRAWINGS. 43.STORM DRAIN PIPE TO FOLLOW THE APPROVED NCDOT AND UNION COUNTY STANDARDS AND SPECIFICATIONS. HDPE AND RCP STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC RIGHT-OF-WAY MUST BE APPROVED BY THE INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY. 43.1.ALL RCP PIPE INSTALLED MUST BE INSPECTED AND APPROVED BY THE INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. THE INSPECTOR MUST BE PRESENT DURING THE BACKFILLING OPERATION AS WELL. 43.2.BACKFILL MATERIAL USED TO INSTALL RCP PIPE WITHIN THE STREET RIGHT-OF-WAY SHALL BE SELECT MATERIAL, CLASS II-IV, AS DEFINED BY SECTION 1016-3 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. UPON SUBMITTAL OF WRITTEN CERTIFICATION OF MATERIAL SUITABILITY BY A LICENSED GEOTECHNICAL ENGINEER, NCDOT CLASS I SELECT MATERIAL MAY BE USED. ALL BACKFILL MATERIAL SHALL BE APPROVED BY THE INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE STREET RIGHT-OF-WAY. 43.3.ALL STORM DRAINAGE PIPE AND STRUCTURES SHALL BE NCDOT APPROVED AND HAVE THE NCDOT STAMP ON THEM. 44.CONTRACTOR SHALL BE RESPONSIBLE FOR GETTING PUBLIC ROADS AND UNDERGROUND UTILITIES APPROVED AND ACCEPTED BY THE APPROPRIATE AGENCY. 45.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 46.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 47.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 48.ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS, HIGHWAYS, OR PUBLIC RIGHTS-OF-WAY ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, COORDINATING THE WORK WITH ALL AFFECTED GOVERNMENT AGENCIES AND UTILITIES AND INFORMING OCCUPANT OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TO THE WORK. 49.ALL LANE CLOSURES THAT ARE REQUIRED SHALL FOLLOW NCDOT AND UNION COUNTY STANDARDS AND SPECIFICATIONS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 50.SUBSURFACE DRAINAGE FACILITIES WILL BE REQUIRED IN THE STREET RIGHT-OF-WAY IF IRRIGATION IS INSTALLED WITHIN THE RIGHT-OF-WAY. 51.IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS. 52.ALL ROAD IMPROVEMENTS TO BE COORDINATED WITH UNION COUNTY AND NCDOT PRIOR TO CONSTRUCTION. 53.DEVELOPER SHALL PROVIDE STREET SIGNS PER UNION COUNTY AND STATE STANDARDS. 54.CONTRACTOR SHALL COORDINATE SIGN LOCATION(S) ON SITE WITH OWNER OR OWNER'S REPRESENTATIVE. 55.NO ON-SITE DEMOLITION LANDFILLS (STUMP HOLES) WILL BE LOCATED ON THIS SITE. 56.CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 57.THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 58.EXISTING UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. LANDDESIGN WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR COMPLETENESS OF UTILITY INFORMATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY OWNERS WHOSE FACILITIES WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD LANDDESIGN HARMLESS FOR ANY THIRD-PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS. ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL RESPONSIBILITY. 59.THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. 60.DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 61.ANY PLANTING STRIP AREA BETWEEN THE RIGHT-OF-WAY AND SIDEWALK IS TO BE INCLUDED IN AN UNRESTRICTED RIGHT-OF-WAY EASEMENT WHICH ALLOWS UNRESTRICTED UTILITY INSTALLATION AND MAINTENANCE. A SIDEWALK EASEMENT SHALL BE PROVIDED FOR ANY SIDEWALK LOCATED OUTSIDE OF STREET RIGHT-OF-WAYS. 62.WHEN PLACING ASPHALT AGAINST EXISTING SURFACES, A STRAIGHT EDGE SHALL BE USED TO PREVENT "HUMPING" AT THAT LOCATION. 63.STONE SHALL BE PRIMED IF PAVING IS NOT COMPLETE WITHIN SEVEN DAYS FOLLOWING STONE BASE APPROVAL. 64.SURFACES SHALL BE TACKED WHEN ASPHALT IS BEING PLACED OVER EXISTING ASPHALT STREETS OR ADJOINING CONCRETE, STORM DRAIN AND SANITARY SEWER STRUCTURES. 65.ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR WITHIN 48 HOURS AFTER CONSTRUCTION TO PREVENT EROSION. 66.MATERIALS DEEMED BY THE INSPECTOR AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL. 67.ALL TRENCHES IN THE STREET RIGHT-OF-WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND ALL PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX (6) INCHES AND EACH LAYER SHALL BE COMPACTED THOROUGHLY. 68.UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. 69.THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. 70.ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL. 71.PRIOR TO FINAL ACCEPTANCE, THE DEVELOPER SHALL BE RESPONSIBLE FOR CORRECTING ALL PROBLEMS ASSOCIATED WITH THE PROJECT, INCLUDING THOSE ITEMS NOT NECESSARILY COVERED BY THE PLANS, TO INSURE THE SATISFACTORY COMPLETION OF THE TOTAL PROJECT. ADDITIONAL NOTES: DRIVEWAY SHALL NOT BE LOCATED OVER WATER METERS, SEWER CLEANOUTS, OR VALVE BOXES. METERS WILL NOT BE SET IF WATER METER BOXES, SEWER CLEANOUTS, VALVE BOXES, OR THEIR APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED. FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET FROM BACK OF CURB & GUTTER SECTIONS AND BACK OF DITCH IN ROADWAY SECTIONS AND HAVE A CLEAR SPACE OF 3 FEET AWAY FROM ANY PERMANENT STRUCTURES. REFER TO UNION COUNTY SPECIFICATIONS, UNION COUNTY WATER AND SEWER EXTENSION POLICY, AND TO UNION COUNTY WATER AND SEWER EXTENSION ORDINANCE. DE-WATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH A TIME AS PIPE LAYING AND GRADING IS COMPLETED AND STRUCTURES TO BE BUILT THEREIN ARE COMPLETED. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION. VERIFICATION HAS BEEN MADE BY LANDDESIGN THAT EACH LOT IS CAPABLE OF HAVING GRAVITY SEWER SERVICE TO THE CENTER OF THE LOT AT THE FRONT SETBACK. ENGINEER VERIFIES DESIGN HAS BEEN BASED ON GROUND SURVEY. IF WELL AND/OR SEPTIC SYSTEMS ARE ENCOUNTERED, THEN CONTACT TRACI COLLEY (704.283.3717) WITH ENVIRONMENTAL HEALTH FOR THEIR SEQUENCE OF EVENTS AND OTHER PERTINENT INFORMATION. DESIGN ENGINEER SHALL CONFIRM THAT WATER AND SEWER MAINS AS WELL AS SERVICE LINES, METER BOXES, FIRE HYDRANTS AND LATERALS WILL NOT BE IN CONFLICT WITH ANY PROPOSED UTILITY INSTALLATIONS, LANDSCAPING AND/OR DRIVEWAYS. ANY CONFLICTS SHALL BE AT THE DEVELOPER'S EXPENSE TO COORDINATE AND RESOLVE AND COULD RESULT IN DELAY OF WATER METERS BEING SET. ANY CHANGES MADE TO THE PLANS FOR OTHER DISCIPLINES (STORMWATER, EROSION, TREES, LANDSCAPING, ETC...) MUST BE SHOWN AND IDENTIFIED BY REVISION # AND CLOUDING. FAILURE TO DO SO WILL DELAY THE APPROVAL OF THIS PROJECT. ONLY UCPW PERSONNEL WILL OPERATE THE ACTIVE VALVES WHICH INCLUDES THE TAPPING VALVE. ALL PROPOSED SEWER CONNECTIONS TO THE EXISTING SEWER SYSTEM BY STRADDLE MH MUST NOT CUT INTO THE EXISTING SEWER PIPE UNTIL THE PROPOSED SEWER LINE HAS BEEN ACCEPTED BY UCPW. ALSO ALL CORE CONNECTIONS TO EXISTING MH'S MUST BE PLUGGED WITH A CONCRETE PLUG IN THE INVERT OUT AT THE 1ST PROPOSED MH UPSTREAM OF THE TIE IN POINT. THE SEWER PLUG SHALL NOT BE REMOVED UNTIL THE PROPOSED SEWER LINE HAS BEEN ACCEPTED BY UCPW. IF PLUG IS REMOVED PREMATURELY OR EXISTING PIPE IS DAMAGED BY CONTRACTOR, THEY MAY BE LIABLE FOR CLEANING ALL DOWNSTREAM SEWER MAIN AT UCPW DISCRETION. NOTES TO THE ENGINEER: EXECUTE DOT ENCROACHMENTS AT TIME OF PERMITTING. PROVIDE TO US A COPY OF THE DRIVEWAY PERMIT PLANS IF DIFFERENT THAN THE ENGINEERING PLANS. SEND COPY OF PLANS TO GAS COMPANY IF WATER MAIN IS PARALLEL TO EXISTING ROADS. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 GENERAL NOTES N/A FJM ATB ATB C-0.2 10/18/2019 2:15 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EX CONDITIONS.DWG REZONING CONDITIONS: GENERAL PROVISIONS: 1.DEVELOPMENT OF THE SITE SHALL BE GOVERNED BY THIS ZONING PLAN, DEVELOPMENT STANDARDS, AND THE APPLICABLE PROVISIONS OF THE UNION COUNTY UNIFIED DEVELOPMENT ORDINANCE (UDO). 2.THE SCHEMATIC DEPICTIONS OF THE USES, PARKING AREAS, SIDEWALKS, STRUCTURES AND BUILDINGS, AND OTHER SITE ELEMENTS SET FORTH ON THE ZONING SITE PLAN ARE GRAPHIC REPRESENTATIONS OF THE DEVELOPMENT AND SITE ELEMENTS PROPOSED AND MAY BE ALTERED OR MODIFIED IN ACCORDANCE WITH AMENDMENT PROCEDURES FOR APPROVED CONDITIONAL DISTRICTS. PERMITTED USES AND DEVELOPMENT ARE LIMITATIONS: COMMERCIAL (B-2) ZONING DISTRICT THE SITE MAY BE DEVELOPED WITH ALL USES DEFINED UNDER THE B-2 USE CATEGORY IN THE UNION COUNTY UDO TABLE 25-1 (TABLE OF ALLOWED USES) WITH THE FOLLOWING EXPECTATIONS. ·INDOOR, MAJOR AND OUTDOOR, MINOR ENTERTAINMENT AND SPECTATOR SPORTS ·FUNERAL AND MORTUARY SERVICE ·CONSTRUCTION AND DEMOLITION DEBRIS, ON-SITE ·RECLAMATION ·LARGE FORMAT RETAIL (50,000 SF OR MORE) ·PERSONAL VEHICLE SALES AND RENTALS RESIDENTIAL (R-6) ZONING DISTRICT THE SITE MAY BE DEVELOPED WITH ALL USES DEFINED UNDER THE R-4 USE CATEGORY IN THE UNION COUNTY UDO TABLE 25-1 (TABLE OF ALLOWED USES) WITH THE FOLLOWING EXCEPTIONS: ·TOWNHOUSE ·TWO-UNIT HOUSE ·MULTI-UNIT HOUSE MATERIALS IN THE RESIDENTIAL PORTION ARE LIMITED TO: A.BRICK OR TILE MASONRY B.NATIVE OR SYNTHETIC STONE C.SIDING C.1.WOOD LAP SIDING C.2.FIBER-CEMENT SIDING, WITH VINYL INSIDE/OUTSIDE CORNERS C.3.WOOD SHINGLE D.WINDOWS AND SHUTTERS MAY BE VINYL CLAD E.MASONITE IS NOT PERMITTED FOR THE EXTERIOR CONSTRUCTION OF ANY HOUSE ACCESS NOTES ·SITE WILL HAVE ACCESS, AS GENERALLY DEPICTED ON THE ZONING SITE PLAN, TO WEDDINGTON ROAD & AIRPORT ROAD ·THE PETITIONER WILL DEDICATE IN FEE-SIMPLE TO THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) RIGHT OF WAY AS GENERALLY SHOWN ON THE ZONING PLAN. ·THE PLACEMENTS AND CONFIGURATIONS OF VEHICULAR ACCESS POINTS ARE SUBJECT TO ANY MINOR MODIFICATIONS, AS APPROVED BY NCDOT, REQUIRED TO ACCOMODATE FINAL SITE DEVELOPMENT AND CONSTRUCTION PLANS OR AS REQUIRED FOR APPROVAL BY NCDOT IN ACCORDANCE WITH APPLICABLE PUBLISHED STANDARDS. ·THE ALIGNMENT OF THE INTERNAL VEHICULAR CIRCULATION AND DRIVEWAYS MAY BE MODIFIED BY THE PETITIONER TO ACCOMMODATE CHANGES IN TRAFFIC PATTERNS, PARKING LAYOUTS, AND ANY ADJUSTMENTS REQUIRED FOR APPROVAL BY NCDOT IN ACCORDANCE WITH PUBLISHED STANDARDS. STORMWATER POST CONSTRUCTION STORMWATER MEASURES EQUAL TO THOSE REQUIRED UNDER THE CLUSTER SUBDIVISION OPTION WILL BE PROVIDED AS PART OF THE DEVELOPMENT. R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WI L L O W R U N D R I V E R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/WCULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD SSSSSSFLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. FLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. R/W R /W R/W R/W R/W SS SS SS R/W R/W R/W R/W R/W R/W R/WR/W 635 63563 5 640SS6356356 4 0 640 625630 6 3 5 635 635 6406406356306306356306356 2 5 62 0 620 615 615620625630 615620625630625 625630630 62562 0 61 5 625630620 615 610 6 2 5 620 615 615615 62062062562562061561562062063 5 6 2 0 645640640635 6356306306 3 0 6 3 0 635635 6 3 5 640640640635OE OE OE OE OE OE OE OE OE OE OEOE OE OE OE OE OEOEOE OE OE OE OE OE OE OE OE OE OE OE GA S GA S GA S GA S GA S GA S GA S GAS GA S G A S G A S G A S G A S GA S GA S GAS GA S GAS GAS GA S GA S GA S GA S GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO F O F O F O FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO TTTT T T W W W W W W W WWWWWWWWWW W W W W W W W W PAT H CATCH BASINT/C 636.74OUT 631.1DMHRIM 636.32IN 631.0OUT 630.830' FESINV 629.914'X4' BOX CULVERTI N V . 6 0 7 . 8 3 W0940238309402382 09402381 09402380 09402379 09402378 09402377 09402 3 7 6 0940237509402374094023730940237209402371094023700940236909402368094023530940235209402351094023500940234909402348094023470940234609402345094023440940234309402342094023410940234009402339 09402338 094023150940231409402313094023120940231109402310 09402309A 09402309 09402308 0940226409402244 0 9 4 0 2 2 4 3 094022420940 2 2 4 1 09402 2 4 0 094022 3 9 09402238 094022050940220409402 2 0 3 09402188094021710940 2 1 7 0 0940 2 1 6 9 09402 1 6 8 09402 1 6 7 09402 1 6 6 09402 1 6 5 09402 1 6 4 09402163 09402162 094 0 2 1 6 1 09402160 09402001A 06003013B 06003013A 06003011B 06003011 06003010 06003009 06003008N20° 50' 22.0"E 189.06' S70° 5 1 ' 5 5 . 0 " E 1605 . 3 7 ' N68° 4 7' 4 0 . 0 " E 132.04' N58° 12' 31.0"E 64.90'N26° 40' 48.0"W 37.18'N26° 40 ' 48 .0 "W399.55 'N22° 22' 46.0"E642.93'N67 ° 3 4 ' 1 4 . 0 " W 135 3 . 0 8 ' L=792.36', R =1822.07' D=24.92 N4 2 ° 5 7 ' 3 0 . 0 "W 1 3 7 3 . 7 4 'N4 1 ° 0 3 ' 1 2 . 0 "W 6 8 . 7 5 ' S64° 19' 06.0"W 31.25' S64° 1 9' 0 6. 0 " W 458.8 3'S3 9 ° 4 9 ' 3 2 . 0 "E 1 0 4 8 . 9 4 ' S50° 04' 12.0"W 49.08'S30° 23 ' 09 .0 "E895.23 'S30° 21 ' 29 .0 "E590.89 'S30° 24 ' 09 .0 "E868.12 ' 0 1"=200' 100'200'400' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL EXIST. BOUNDARY LINE EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR EXIST. STORM DRAINAGE EXIST. R/W EXIST. SANITARY SEWER EXIST. WATERMAIN EXIST. TELECOM EXIST. OVERHEAD ELECTRIC EXIST. FIBER OPTIC EXIST. GAS EXIST. EASEMENT INTERMITTENT STREAM PERENNIAL STREA STREAM BUFFER EXIST. WETLAND FLOOD HAZARD AREA - ZONE AE EXIST. DRIVE TO BE REMOVED EXIST. PROPERTY LINE TO BE ABANDONED EXIST. EDGE OF PAVEMENT TO BE REMOVED R/W ST 570 568 LEGEND VICINITY MAP - NTS SITE WEDDING TON RD GOLDMI N E R D AIRPORT R D EXISTING POND MATC H LI N E - C-1.1 MATC H LI N E - C-1.2 PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT WE D D I N G T O N R O A D N C H W Y 8 4 75' P U B L I C R / W EXISTING WETLAND AIRPO R T R O A D S R # 1 3 4 9 60' PU B L I C R / W WESLEY PARK PLAT CAB. H, FILE 597 VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 VILLAGES OF WESLEY CHAPEL, MAP 2 P.C. H, FILE 539 ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615 JOHNS FOREST L A N E LIST OF ADJOINING PROPERTY OWNERS VILLAGES OF WESLEY CHAPEL, HOMEOWNERS ASSOCIATION BK. 4519, PG. 061 TAX PIN: 09-402-553 BOBBY TYSON BK. 5056, PG. 620 TAX PIN: 06-003-014 NOW OR FORMERLY PAUL HOWIE, JR. BK. 289, PG. 068 TAX PIN: 06-003-013 NOW OR FORMERLY JERRY R. HELMS TAX PIN: 06-003-011 NOW OR FORMERLY LEROY ADAMS BK. 191, PG. 704 TAX PIN: 06-003-012 NOW OR FORMERLY HALDENBY HOLDINGS, LLC BK. 5126, PG. 651 TAX PIN: 06-003-015 NOW OR FORMERLY DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011E NOW OR FORMERLY DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY PROPERTY BOUNDARY (TYP) STREAM BUFFER (TYP) EXISTING WETLAND EXISTING WETLAND SS W W OE FO FO GAS GAS MONROE TOWNSHIP FARMS LLC BK. 5905, PG. 571 TAX PIN: 09-402-011C NOW OR FORMERLY DEMOLITION NOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES. 3.CONTRACTOR TO SUBMIT DEMOLITION PLAN TO APPROPRIATE AGENCY BEFORE DEMOLITION IS TO BEGIN AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL DEMOLITION PERMITS AS REQUIRED. 4.DEMOLITION WORK SHALL NOT COMMENCE UNTIL GRADING PERMIT HAS BEEN ISSUED. 5.DEMOLITION AND REMOVAL OPERATIONS SHALL COMMENCE AFTER ALL EROSION CONTROL MEASURES ARE IN PLACE AND ARE FUNCTIONAL. 6.LIMITS OF DEMOLITION / CLEARING LIMITS SHALL BE BASED ON EROSION CONTROL PLANS (SEE CHAPTER 2). 7.CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 8.ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE PLANS. 9.DEMOLITION DEBRIS, EXCEPT AS OTHERWISE NOTED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. ALL DEBRIS SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR IN A LEGAL LANDFILL IN A TIMELY MANNER. NO SALVAGE OR SALE OF DEMOLISHED MATERIALS ON SITE WILL BE ALLOWED WITHOUT PERMISSION FROM THE OWNER. 10.REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE OF OFF-SITE IN A LEGAL MANNER. (PERMIT REQUIRED FOR OFF-SITE DISPOSAL) 11.LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF WORK. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING DEMOLITION OPERATION. 12.SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND UTILITY OWNER FOR IMMEDIATE ACTION. 13.ALL UNDERGROUND/OVERHEAD UTILITIES PREVIOUSLY SERVING EXISTING STRUCTURES TO BE REMOVED AND/OR ABANDONED IN PLACE UNLESS INDICATED TO REMAIN. 14.DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTED "TO BE REMOVED". 15.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION. 16.CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER. 17.CONTRACTOR SHALL MAINTAIN POSITIVE STORM DRAINAGE DURING CONSTRUCTION TO INSURE NO DAMAGE TO ADJACENT PROPERTIES OCCURS DURING STORM EVENTS. 18.CONTRACTOR SHALL COORDINATE STORM DEMOLITION WITH STORM DRAIN IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE. 19.CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL, EQUIPMENT, ETC. FROM THE SITE IF NOT NEEDED FOR NEW CONSTRUCTION. 20.THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 21.EXISTING UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. LANDDESIGN WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR COMPLETENESS OF UTILITY INFORMATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY OWNERS WHOSE FACILITIES WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD LANDDESIGN HARMLESS FOR ANY THIRD-PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS. ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL RESPONSIBILITY. 22.ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTOR MUST COMPLY WITH ALL OF THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. 23.PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH ALL UTILITY COMPANIES SERVING THIS AREA. THE CONTRACTOR IS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO DEMOLITION, CONSTRUCTION, AND EXCAVATION. 24.MINIMUM DEPTH FOR REMOVAL OF ALL OBJECTS SHALL BE THREE (3) FEET BELOW GRADE. THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL. 25.ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER OR OWNER. 26.RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. RELOCATION OR REMOVAL OF EXISTING UTILITIES SHALL BE DONE BY OTHERS AND PAID FOR BY CONTRACTOR UNLESS PREVIOUS NEGOTIATIONS HAVE BEEN MADE WITH OWNER. 27.CONTRACTOR SHALL REMOVE ALL EXISTING LIGHT POLES IN THE DEMOLITION AREA AT THE OWNERS DIRECTION. 28.ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY. 29.WHERE CURB AND GUTTER IS CALLED OUT TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT (1' OFF EXISTING EDGE OF PAVEMENT) AND REMOVE PAVEMENT. 30.CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE OWNER PRIOR TO STARTING DEMOLITION ACTIVITIES. 31.CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC UTILITIES. ANY WORK ASSOCIATED WITH SAID UTILITIES TO BE COORDINATED WITH APPROPRIATE UTILITY COMPANY. DEMOLITION OF UTILITIES WHICH ARE ACTIVE SHALL BE SEQUENCED TO ALLOW FOR INSTALLATION OF NEW OR REROUTED LINES, PRIOR TO REMOVAL OF EXISTING PORTION. 32.THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. 33.PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 34.THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 35.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. 36.CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 37.LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN. 38.SHOULD THE CONTRACTOR ENCOUNTER ANY ADDITIONAL ITEMS THAT MAY REQUIRE DEMOLITION (FENCES, GUARD RAIL, ETC.) - THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR FURTHER DIRECTION. 39.PRIOR TO TREE REMOVAL, CONTRACTOR SHALL COORDINATE REMOVAL WITH PROJECT LANDSCAPE ARCHITECT AND UNION COUNTY. 40.CONTRACTOR SHALL MAINTAIN STORM WATER MANAGEMENT SYSTEM DURING CONSTRUCTION TO INSURE NO DAMAGE TO ADJACENT PROPERTIES. 41.CONTRACTOR SHALL MAINTAIN ACCESS TO PROPERTIES AT ALL TIMES DURING CONSTRUCTION. 42.PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON APPROVED PLANS AS BEING RETAINED TO MEET THE REQUIREMENTS OF THIS ARTICLE ARE PROTECTED DURING THE CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR INJURY. BEFORE ANY EXCAVATION TAKES PLACE ON THE SUBJECT SITE, A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICIENT TO PUT ON NOTICE ALL CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIPLINE OF SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR. REQUIRED TREE BARRIERS MUST BE SHOWN ON CONSTRUCTION PLANS. MONROE TOWNSHIP FARMS LLC BK. 5905, PG. 571 TAX PIN: 09-402-011C NOW OR FORMERLY WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 OVERALL EXISTING CONDITIONS & DEMOLITION PLAN N/A FJM ATB ATB C-1.0 10/18/2019 2:16 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EX CONDITIONS.DWG NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE EX. FIRE HYDRANT BENCHMARK/ CONTROL POINT NOTE ANY WELLS OR ON-SITE WASTEWATER DISPOSAL SYSTEMS DISCOVERED DURING THE CONSTRUCTION PROCESS WILL BE ABANDONED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA LAWS AND RULES AFTER CONTACTING UNION COUNTY ENVIRONMENTAL HEALTH TO OBTAIN NECESSARY PERMITS. R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W STST CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD SSSSSSSSSSSSSS R/W R/W R/W R/W R/W R/W R/W R/W 635 63 5 SSSS6356356 4 0 640 625 63 0 6 3 5 635 635 6406406356306306356306356 2 5 62 0 620 615 615620625630 615620625630625 625630 63062561562061561562062063 5 6 2 0 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GA S GA S GA S G A S G A S G A S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F O F O F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PAT H CATCH BASINT/C 636.74OU T 6 3 1 . 1DMHRIM 636.32I N 6 3 1 . 0OU T 6 3 0 . 8 30' FESI N V 6 2 9 . 9 1 4'X4' BOX CULVERTI N V . 6 0 7 . 8 3 W0940235309402352094023510940235009402349094023480940234709402346094023450940234409402343094023420940234109402340094023150940231409402313094023120940231109402310 09402188094021710940 2 1 7 0 0940 2 1 6 9 09402 1 6 8 09402 1 6 7 09402 1 6 6 09402 1 6 5 09402 1 6 4 09402163 09402162 09 4 0 2 1 6 1 09402160 06003013B N20° 50' 22.0"E 189.06' S70° 5 1 ' 5 5 . 0 " E 160 5 . 3 7 ' N68° 4 7' 4 0 . 0 " E 132.04' N58° 12' 31.0"E 64.90'N26° 40' 48.0"W 37.18'N26° 40 ' 48 .0 "W399.55 'N22° 22' 46.0"E642.93'N67 ° 3 4 ' 1 4 . 0 " W 135 3 . 0 8 ' L=792.36', R=1822.07' D =24.92 S30° 24 ' 09 .0 "E868.12 ' 0 1"=100' 50'100'200' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL MATC H LI N E - C-1.2 EXIST. BOUNDARY LINE EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR EXIST. STORM DRAINAGE EXIST. R/W EXIST. SANITARY SEWER EXIST. WATERMAIN EXIST. TELECOM EXIST. OVERHEAD ELECTRIC EXIST. FIBER OPTIC EXIST. GAS EXIST. EASEMENT INTERMITTENT STREAM PERENNIAL STREA STREAM BUFFER EXIST. WETLAND FLOOD HAZARD AREA - ZONE AE EXIST. DRIVE TO BE REMOVED EXIST. PROPERTY LINE TO BE ABANDONED EXIST. EDGE OF PAVEMENT TO BE REMOVED R/W ST 570 568 LEGEND SS W W OE FO FO GAS GAS PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT PAUL HOWIE, JR. BK. 289, PG. 068 TAX PIN: 06-003-013 NOW OR FORMERLY LEROY ADAMS BK. 191, PG. 704 TAX PIN: 06-003-012 NOW OR FORMERLY HALDENBY HOLDINGS, LLC BK. 5126, PG. 651 TAX PIN: 06-003-015 NOW OR FORMERLY DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011E NOW OR FORMERLY BENCHMARK: TOP OF FH BOLT ELEV. 620.29 EXISTING WETLAND EXISTING WETLAND EXISTING WETLAND AIRPO R T R O A D S R # 1 3 4 9 60' PU B L I C R / W WE D D I N G T O N R O A D N C H W Y 8 4 75' P U B L I C R / W EXISTING DRIVE TO BE REMOVED ±83 LF EDGE OF PAVEMENT TO BE REMOVED EXISTING DRIVE TO BE REMOVED ±81 LF EDGE OF PAVEMENT TO BE REMOVED EXISTING PROPERTY LINE TO BE ABANDONED (TYP) EXISTING 16" WATERMAIN TO REMAIN EXISTING 24" WATERMAIN TO REMAIN EXISTING FIBER OPTIC (TYP) EXISTING TELECOM (TYP) EXISTING GAS (TYP) EXISTING OVERHEAD ELECTRIC (TYP) EXISTING SANITARY SEWER (TYP) EXISTING 30' SANITARY SEWER EASEMENT (TYP) STREAM BUFFER (TYP) EX. SSMH RIM: 620.10 INV: 612.30 EX. SSMH RIM: 624.53 INV: 614.80 EX. SSMH RIM: 619.17 INV: 608.10 WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 EXISTING CONDITIONS & DEMOLITION PLAN N/A FJM ATB ATB C-1.1 10/18/2019 2:16 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EX CONDITIONS.DWG FRANKLIN W. HOWEY JR. & ALISON S. HOWEY BK. 5905, PG. 571 TAX PIN: 09-402-011C NOW OR FORMERLY NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R /W R/ W R/ W R/ W R/ W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R /W R /W R/ W R/ W R/ W CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELDSSSSSSSS FLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. R/W R/W R/W R/WR/W R/W R/W SS SS SS SS SS SS SS SS SS R/W R/W R/W R/W R/W 625 625630 62 0 61 5 625630620 615 610 6 2 5 620 615 615615 620620625625620 645640640635 6356306306 3 0630 635635 6 3 5 640640640635OE OE OE OE OE OEOE OE OE OE OE OEOEOEOEOEOE OE OE OEOE OE OE OE OE OE GA S GA S G A S G A S G A S G A S GASG A S GA S GA S GA S GA S GA S GAS GAS GA S GA S GA S GAS GA S GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S FO FO F O F O F O F O F O F O F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO FO FO FOTTTW W W WWWWWWWWWWWWWWWWWWWWWWW0940238309402382 09402381 09402380 09402379 09402378 09402377 09402 3 7 6 094023750940237409402373094023720940237109402370094023690940236809402309A 09402309 09402308 09402244 0 9 4 0 2 2 4 3 094022420940 2 2 4 1 09402 2 4 0 094022 3 9 09402238 09402205 L=792.36', R=1822.07' D =24.92 N4 2 ° 5 7 ' 3 0 . 0 "W 1 3 7 3 . 7 4 'N4 1 ° 0 3 ' 1 2 . 0 "W 6 8 . 7 5 ' S64° 19' 06.0"W 31.25' S64° 1 9' 0 6. 0 " W 458.8 3'S3 9 ° 4 9 ' 3 2 . 0 "E 1 0 4 8 . 9 4 ' S50° 04' 12.0"W 49.08'S30° 23 ' 09 .0 "E895.23 'S30° 21 ' 29 .0 "E590.89 ' 0 1"=100' 50'100'200' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL MATC H LI N E - C-1.1 EXIST. BOUNDARY LINE EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR EXIST. STORM DRAINAGE EXIST. R/W EXIST. SANITARY SEWER EXIST. WATERMAIN EXIST. TELECOM EXIST. OVERHEAD ELECTRIC EXIST. FIBER OPTIC EXIST. GAS EXIST. EASEMENT INTERMITTENT STREAM PERENNIAL STREA STREAM BUFFER EXIST. WETLAND FLOOD HAZARD AREA - ZONE AE EXIST. DRIVE TO BE REMOVED EXIST. PROPERTY LINE TO BE ABANDONED EXIST. EDGE OF PAVEMENT TO BE REMOVED R/W ST 570 568 LEGEND SS W W OE FO FO GAS GAS DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY FRANKLIN W. HOWEY JR. & ALISON S. HOWEY BK. 5905, PG. 571 TAX PIN: 09-402-011C NOW OR FORMERLY ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615 VILLAGES OF WESLEY CHAPEL, HOMEOWNERS ASSOCIATION BK. 4519, PG. 061 TAX PIN: 09-402-553 EXISTING WETLAND EXISTING PONDWEDD ING TON RO AD NC HW Y 8 4 7 5 ' PU B L IC R /W EXISTING DRIVE TO BE REMOVED ±82 LF EDGE OF PAVEMENT TO BE REMOVED EXISTING 16" WATERMAIN TO REMAIN EXISTING FIBER OPTIC (TYP) EXISTING TELECOM (TYP) EXISTING GAS (TYP) EXISTING OVERHEAD ELECTRIC (TYP) EXISTING PROPERTY LINE TO BE ABANDONED (TYP) EXISTING SANITARY SEWER (TYP) EXISTING 30' SANITARY SEWER EASEMENT (TYP) STREAM BUFFER (TYP) PERENNIAL STREAM (TYP) INTERMITTENT STREAM (TYP) EXISTING DRIVE TO BE REMOVED EX. SSMH RIM: 619.17 INV: 608.10 EX. SSMH RIM: 608.73 INV: 602.20 EX. SSMH RIM: 613.66 INV IN: 605.10 INV IN: 604.80 INV OUT: 604.60 EX. SSMH RIM: 619.17 INV IN: 607.10 INV OUT: 607.00 EX. SSMH RIM: 619.67 INV OUT: 610.30 WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 EXISTING CONDITIONS & DEMOLITION PLAN N/A FJM ATB ATB C-1.2 10/18/2019 2:16 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EX CONDITIONS.DWG NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE 0940238309402382 09402381 09402380 09402379 09402378 09402377 09402 3 7 6 0940237509402374094023730940237209402371094023700940236909402368094023530940235209402351094023500940234909402348094023470940234609402345094023440940234309402342094023410940234009402339 09402338 094023150940231409402313094023120940231109402310 09402309A 09402309 09402308 0940226409402244 0 9 4 0 2 2 4 3 094022420940 2 2 4 1 09402 2 4 0 094022 3 9 09402238 094022050940220409402 2 0 3 09402188094021710940 2 1 7 0 0940 2 1 6 9 09402 1 6 8 09402 1 6 7 09402 1 6 6 09402 1 6 5 09402 1 6 4 09402163 09402162 094 0 2 1 6 1 09402160 09402001A 06003013B 06003013A 06003011B 06003011 06003010 06003009 06003008FHWV G 627.24 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W DE X T E R P L A C E AVOCET LN.R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/WR/W R /W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/W 0 1"=200' 100'200'400' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL VICINITY MAP - NTS SITE WEDDING TON RD GOLDMI N E R D AIRPORT R D EXISTING POND MATC H LI N E - C-2.2 MATC H LI N E - C-2.3 PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT 1.14 AC FIRE DEPT FUTURE DEVELOPMENT WE D D I N G T O N R O A D NC H W Y 8 4 AIRP O R T R O A D WESLEY PARK PLAT CAB. H, FILE 597 VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 VILLAGES OF WESLEY CHAPEL, MAP 2 P.C. H, FILE 539 ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615 JOHNS FOREST L A N E LIST OF ADJOINING PROPERTY OWNERS BOBBY TYSON BK. 5056, PG. 620 TAX PIN: 06-003-014 NOW OR FORMERLY PAUL HOWIE, JR. BK. 289, PG. 068 TAX PIN: 06-003-013 NOW OR FORMERLY JERRY R. HELMS TAX PIN: 06-003-011 NOW OR FORMERLY LEROY ADAMS BK. 191, PG. 704 TAX PIN: 06-003-012 NOW OR FORMERLY HALDENBY HOLDINGS, LLC BK. 5126, PG. 651 TAX PIN: 06-003-015 NOW OR FORMERLY DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011E NOW OR FORMERLY PROPERTY BOUNDARY (TYP)MATCHLINE - C-2.1MATCHLINE - C-2.2MATC H LI N E - C-2.3 MATC H LI N E - C-2.4 VILLAGES OF WESLEY CHAPEL, HOMEOWNERS ASSOCIATION BK. 4519, PG. 061 TAX PIN: 09-402-553 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY CONSTRUCTION SEQUENCE: PHASE 1 1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ). FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. 2.FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES AND EXISTING STRUCTURES NOTED TO REMAIN. ALL BUFFERS SHALL BE CLEARLY DELINEATED IN THE FIELD TO BE PROTECTED. 3.SET UP AN ON-SITE PRE-CONSTRUCTION MEETING WITH EROSION CONTROL INSPECTOR, ENGINEERING DEPARTMENTS AND OWNER TO DISCUSS EROSION CONTROL MEASURES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 4.INSTALL TEMPORARY CONSTRUCTION ENTRANCES, ALL PERIMETER CONTROLS (CONSTRUCTION/TREE PROTECTION/BUFFER FENCING, SILT FENCE, INLET PROTECTION), AND ALL OTHER EROSION AND SEDIMENT MEASURES INCLUDING ALL SEDIMENT BASINS, SKIMMER SEDIMENT BASINS, SLOPE DRAINS, DIVERSION DITCHES AND CHECK DAMS AS SHOWN ON SHEETS C-2.1-C-2.4. TIRE WASH MAY BE REQUIRED IF CONSTRUCTION ENTRANCE IS NOT SUFFICIENT TO RETAIN SOIL. CONTRACTOR TO BLOCK ALL POSSIBLE ENTRANCES TO SITE BESIDES APPROVED CONSTRUCTION ENTRANCE WITH FENCING AND ORANGE BARRELS. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. 4.1.NOTE: NO ONSITE GRADING/CONSTRUCTION SHALL BEGIN UNTIL GRADING PERMIT HAS BEEN ISSUED. 5.CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED BY THE INSPECTOR, CLEARING AND GRUBBING FOR THE INSTALLATION OF THE OUT OF ROADWAY SANITARY SEWER ONLY (SEWER THAT PARALLELS THE EXISTING ENVIRONMENTAL WETLANDS / STREAMS) MAY BEGIN. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 6.INSTALL THE OUT OF ROADWAY SANITARY SEWER AS SHOWN IN CHAPTER 7. CONTRACTOR TO ONLY INSTALL SECTIONS OF SEWER THAT CAN BE IMMEDIATELY BACKFILLED AT THE END OF EACH DAY. CONTRACTOR TO COORDINATE WITH EROSION CONTROL INSPECTOR FOR ANY ADDITIONAL EROSION CONTROL MEASURES THAT MAY BE REQUIRED WHILE INSTALLING SEWER WITHIN ENVIRONMENTALLY SENSITIVE AREAS. CONTRACTOR SHALL SEED AND MULCH AREAS DISTURBED BY THE SEWER CONSTRUCTION AS SOON AS THE SEWER HAS BEEN INSTALLED AND THE TRENCH HAS BEEN BACKFILLED AND BROUGHT TO GRADE. 7.INSTALL BYPASS STORM DRAINAGE SYSTEM AS SHOWN ON SHEET C-2.4. REFER TO CHAPTER 6 FOR STORM DRAINAGE INSTALLATION NOTES AND DETAILS. UPON COMPLETION OF THE STORM BYPASS SYSTEM, CONTRACTOR TO IMMEDIATELY STABILIZE, SEED, AND STRAW AREA AROUND BYPASS SYSTEM. 8.INSTALL 48" CULVERT WITHIN WETLAND AREA AS SHOWN ON SHEET C-2.1. CONTRACTOR TO INSTALL AND WORK DIRECTLY OFF MUD MATS FOR CULVERT INSTALLATION. 9.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. IF FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE. 10.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DESIGN MANUAL AND U.S. DEPT. OF AGRICULTURE. 11.WHEN PHASE 1 CONSTRUCTION IS COMPLETED AND SITE IS STABILIZED, CONTRACTOR SHALL CALL FOR AN ON-SITE INSPECTION BY INSPECTOR. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 OVERALL EROSION CONTROL PLAN - PHASE 1 N/A FJM ATB ATB C-2.0 10/18/2019 2:21 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EROSION CONTROL PHASE 1.DWG EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) MONROE TOWNSHIP FARMS LLC BK. 5905, PG. 571 TAX PIN: 09-402-011C NOW OR FORMERLY MONROE TOWNSHIP FARMS LLC BK. 5905, PG. 571 TAX PIN: 09-402-011C NOW OR FORMERLY SB #1 SSB #2 SSB #3 SSB #4 SSB #5 SSB #6 SSB #7 SSB #8 SSB #9 SSB #10 SSB #11 SSB #12 SSB #13 SSB #14 TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD-> TD-> TD-> TD-> TD-> TD-> TD-> TD-> TD-> TD-> TD-> TD-> TD-> TD-> TD->TD-> TD-> TD->TD->TD->TD->TD->TD-> T D - > T D - > TD-> TD-> TD-> T D - >TD->TD->TD->TD-> TD- >TD-> TD- > TD-> TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD - > TD - > T D - > TD - > T D - > T D - > TD- > TD - > TD- > TD- >TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD-> TD - > TD - >TD- >TD->TD->TD->TD->TD->TD->TD->TD->TD->R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W 635 63564 0 640 625 6 3 0 63 5 635635 6406 3 5 6 3 0 630635620 615 615620625630635 62 0 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOE GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW 6206196 1 9624624TD->TD->TD->TD->6 1 5 615 619621 626 621 625621625621620 625 620625621628630625 630 635 62462463062 4 62 8 625 630 62 7 6 3 4 63162963 1 635634 633 636637645 636 6 1 6620 629631634636638630631637 6 3 9635632638635637 6346306256266 2 3 620 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-2.2PROP. HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) EROSION CONTROL LEGEND HIGH HAZARD SILT FENCING (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS CONSTRUCTION ENTRANCE (NCDEQ #6.06) BAFFLE (NCDEQ 6.65) TEMPORARY DIVERSION DITCH ROCK CHECK DAM (NCDEQ 6.63) (NCDEQ 6.20)TD-> SLOPE DRAIN (NCDEQ 6.32) DRAINAGE AREA LIMITS (SEDIMENT BASIN) TEMPORARY SILT FENCING (NCDEQ #6.62) SOIL TYPES BdB2 BADIN CHANNERY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED CmB CID CHANNERY SILT LOAM, 1 TO 5 PERCENT SLOPES ScA SECREST-CID COMPLEX, 0 TO 3 PERCENT SLOPES TbB2 TARRUS GRAVELLY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED TbC2 TARRUS GRAVELLY SILTY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED CALL 1-800-632-4949 N.C. ONE-CALL CENTER BEFORE YOU DIG! IT'S THE LAW! HARDWARE CLOTH AND GRAVEL INLET PROTECTION (NCDEQ #6.51) TEMPORARY WETLAND MUD MAT CROSSING CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) TREE PROTECTION FENCING (NCDEQ #6.05) CATCH INLET PROTECTION SPECIAL SEDIMENT CONTROL FENCE (NCDOT #1606.01) SEDIMENT BASIN #1 DRAINAGE AREA: 11.18 AC BOTTOM OF BASIN: 624.00 TOP OF BERM: 628.00 DRAINAGE AREA LIMITS (SILT FENCE) NOTES: 1.SEE SHEET C-2.0 FOR CONSTRUCTION SEQUENCE AND SHEETS C-2.10 - C-2.13 FOR EROSION CONTROL NOTES AND DETAILS. 2.EROSION CONTROL PLANS HALL NOT BE USED FOR FINAL GRADING. SEE CHAPTER 5 FOR FINAL GRADING PLAN. 3.SEE CHAPTER 6 FOR STORM DRAINAGE PLANS. 4.SEE CHAPTER 7 FOR UTILITY PLANS. 5.SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANS. PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLATION ALL INLET PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ONCE PAVING OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL INSTALL CATCH INLET PROTECTION PER CATCH INLET DETAIL ON SHEET C-2.10.MATCHLINE - C-2.2EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) DRAINAGE AREA TO BE TREATED BY ±1840 LF OF HIGH HAZARD SILT FENCE: 1.81 ACRES DRAINAGE AREA TO BE TREATED BY ±600 LF OF HIGH HAZARD SILT FENCE: 0.17 ACRES DRAINAGE AREA TO BE TREATED BY ±625 LF OF HIGH HAZARD SILT FENCE: 1.09 ACRES DRAINAGE AREA TO BE TREATED BY ±1840 LF OF HIGH HAZARD SILT FENCE: 1.81 ACRES DRAINAGE AREA TO BE TREATED BY ±410 LF OF HIGH HAZARD SILT FENCE: 0.44 ACRES SKIMMER SEDIMENT BASIN #2 DRAINAGE AREA: 5.63 AC BOTTOM OF BASIN: 615.00 TOP OF BERM: 619.00 SKIMMER SEDIMENT BASIN #3 DRAINAGE AREA: 3.12 AC BOTTOM OF BASIN: 621.00 TOP OF BERM: 625.00 (DESIGNED FOR FUTURE WET POND) STREAM BUFFER HAUL ROAD FLOOD HAZARD AREA - ZONE AE WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 DETAILED EROSION CONTROL PLAN - PHASE 1 N/A FJM ATB ATB C-2.1 10/18/2019 2:21 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EROSION CONTROL PHASE 1.DWG PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT EX. WETLANDS SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANS PROP. CONSTRUCTION ENTRANCE #1 (NCDEQ #6.06) LOCATION: LAT: 35.0068919° LONG: -80.6488941° PROP. CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) PROP. HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) PROP. HAUL ROAD (TYP.) PROP. TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) PROP. ROCK CHECK DAM (TYP.) (NCDEQ #6.63)PROP. BAFFLES (TYP.) (NCDEQ #6.65) PROP. 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) DRAINAGE AREA LIMITS TO SEDIMENT BASIN (TYP.) DRAINAGE AREA LIMITS TO SILT FENCE (TYP.)MATCHLINE - C-2.2EROSION CONTROL NOTES: 1.PLEASE NOTE THAT THE DENUDED LIMITS SHOWN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LIMITS OF DISTURBANCE SHALL BE BASED ON PERIMETER EROSION CONTROL MEASURES (SILT FENCE, CONSTRUCTION FENCE, TREE PROTECTION FENCE, ETC.) AND THE AREA REQUIRED FOR PROPER INSTALLATION. 2.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, NCDOT, AND UNION COUNTY SEDIMENT AND EROSION CONTROL ORDINANCE. 3.WASTE AND EXCESS BORROW SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE (NCDEQ) ORDINANCE AND IS SUBJECT TO A FINE. 5.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE STATE (NCDEQ) EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6.GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS IN OTHER AREAS. REFER TO THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS. 7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE STATE (NCDEQ) ENGINEERING DEPARTMENT. 8.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL TERRACING. 9.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. 10.DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING. 11.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER. 12.ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED. 13.CONTRACTOR SHALL PLACE BIODEGRADABLE EROSION CONTROL MATTING AND HYDROSEED ON ALL SLOPES GRADED AT 2:1 OR GREATER AS INDICATED ON THE PLAN AND ON ALL SLOPES ADJACENT TO ANY STREAM, WETLAND, OR EXISTING POND. 14.BASIN SLOPES / EMBANKMENTS SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION. SLOPES GREATER THAN 10 FEET SHALL ALSO BE MATTED. 15.CHANNEL LINING OR MATTING SHALL BE PROVIDED FOR DIVERSION DITCHES WHERE VELOCITIES EXCEED 2 FPS. 16.THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 17.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND ARE REQUIRED UNTIL THE SITE IS FULLY STABILIZED. 18.EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. SELF INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUST OCCUR EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT > 0.5IN RAIN/24HR. RECORDS OF INSPECTIONS FOR PREVIOUS 30 DAYS SHALL REMAIN ON SITE AND AVAILABLE FOR AGENCY INSPECTORS DURING NORMAL WORK HOURS. PER SECTION II.B.3 OF THE NPDES PERMIT. 19.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 20.CONTRACTOR TO ENSURE NCDENR SELF-INSPECTION PROGRAM IS PREFORMED THROUGHOUT THE DURATION OF THE PROJECT. THE SELF-INSPECTION REPORT SHOULD BE COMPLETED AFTER EACH PHASE OF THE PROJECT. PHASES INCLUDE BUT ARE NOT LIMITED TO: INSTALLATION OF PERIMETER EROSION CONTROL MEASURES, CLEARING AND GRUBBING, COMPLETION OF ANY GRADING OF SLOPES OR FILLS, INSTALLATION OF STORM DRAINAGE SYSTEMS, COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND ESTABLISHMENT OF PERMANENT OR TEMPORARY GROUND COVER. 21.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 OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 22.ANY TEMPORARY DIVERSION DITCHES THAT WILL STAY IN PLACE LONGER THAN 30 DAYS WILL NEED TO BE SEEDED AND MULCHED WHEN THEY ARE CONSTRUCTED. TOTAL SITE AREA: 87.83 ACRES TOTAL DENUDED AREA: 61.78 ACRES LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) PROP. ROCK CHECK DAM (TYP.) (NCDEQ #6.63) PROP. BAFFLES (TYP.) (NCDEQ #6.65) PROP. 18" (2) SLOPE DRAIN (TYP.) (NCDEQ #6.32) PROP. SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) DRAINAGE AREA LIMITS TO SEDIMENT BASIN (TYP.) PROP. FAIRCLOTH SKIMMER SIZE: 5.0 INCH ORIFICE DIA.: 4.5 INCH PROP. FAIRCLOTH SKIMMER SIZE: 4.0 INCH ORIFICE DIA.: 2.8 INCH PROP. FAIRCLOTH SKIMMER SIZE: 6.0 INCH ORIFICE DIA.: 6.0 INCH RIP-RAP APRON - ELEV: 625' LENGTH: 6', WIDTH: 6' MEDIAN STONE SIZE: 6" THICKNESS: 12" CLASS 1 RIP RAP RIP-RAP APRON - ELEV: 617.90' LENGTH: 6', WIDTH: 6' MEDIAN STONE SIZE: 6" THICKNESS: 12" CLASS 1 RIP RAP 10'x10' EMERGENCY SPILLWAY: 617.50 15'x10' EMERGENCY SPILLWAY: 623.50 10'x10' EMERGENCY SPILLWAY: 626.50 REFER TO SHEET C-6.12 FOR WET POND DESIGN WEDDINGTON R O A D NC HWY 84 AIRPORT ROAD PROP. TEMPORARY WETLAND MUD MAT CROSSINGS. MUD MATS TO BE USED FOR CONSTRUCTION OF CULVERT PROP. 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) DRAINAGE AREA TO BE TREATED BY ±400 LF OF HIGH HAZARD SILT FENCE: 0.36 ACRES DRAINAGE AREA TO BE TREATED BY ±515 LF OF HIGH HAZARD SILT FENCE: 0.55 ACRES DRAINAGE AREA TO BE TREATED BY ±162 LF OF HIGH HAZARD SILT FENCE: 0.04 ACRES 15' WETLAND BUFFER (TYP.) 15' WETLAND BUFFER (TYP.) PROP. 48" RCP AND HEADWALLS (REFER TO CHAPTER 6) TEMPORARY RISER BOX RIM: 626.50 TEMPORARY 12" RCP @ 1.00% MINIMUM SLOPE TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD-> TD - > TD - > TD - > TD-> TD->TD->TD-> TD->TD-> T D - > T D - > T D - > T D - > TD-> TD- >TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD-> TD-> TD- > TD- > TD- > TD- > TD- > TD- > TD-> TD-> TD-> TD-> TD-> TD-> TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD - > TD - >TD->TD->TD->TD->TD-> TD-> TD-> TD-> TD-> TD-> TD->TD->TD->TD->TD->TD->TD->T D - > T D - > T D - > T D - > T D - > T D - > TD- > TD- > TD- > TD - > TD - > T D - > T D - > T D - > T D - > T D - > T D - > TD - > TD->TD-> 09402 2 0 4 09402 2 0 3 09402 1 8 8 09402 1 7 10940217009402169094021680940216709402166094021650940216409402163094 0 2 1 6 2 09402160 09402315094023140940231309402312SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 620 624 6196 2 6 6 2 6 6 2 6 6 1 9 G 627.24 SSMH R/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 40' R Y 20' SB 20'SB SSSSSSSSSSSSSSSSSSSS SS SSSSSSSSSSR/W R/W R/W R/W R/W R/W R/W R/W SSSSSSSS6 3 5 625 630 64 0 640635 630 6 3 0 630 635 625 620 620615 6 1 5 6206156206256 3 0 62562563063 0 6 2 5 620 615 6206 2 0 615615620620620 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W W W W W W W W W W W W W W W W W UGP W W W W W 619 6 2 0 625 629 624 624615 6216266216 2 5 6 2 1 6 2 5 6 2 1 620 625 620625621628617 621 620 615 617 620 625 628 617620624620 61962361 9 62 2 62 7 6196236206256 2 2 6 2 2 615 6156 1 5 624 628 625 630 627 616 62 06296316346366 3 4 6 3 0 6 2 5 635 639 640 631 626623 620616 6 1 8 62062262463 3 63 2 6 3 2 634635639640 62862663063 3 6336 3 0 6256206176 2 5 62 8 6 3 0 632 6330 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL M A T C H L I N E - C - 2 . 1 MATCHLINE - C-2.3MATCHLINE - C-2 .1 EX. WETLANDS (TYP.) DRAINAGE AREA TO BE TREATED BY ±410 LF OF HIGH HAZARD SILT FENCE: 0.44 ACRES DRAINAGE AREA TO BE TREATED BY ±305 LF OF HIGH HAZARD SILT FENCE: 0.17 ACRES DRAINAGE AREA TO BE TREATED BY ±235 LF OF HIGH HAZARD SILT FENCE: 0.06 ACRES DRAINAGE AREA TO BE TREATED BY ±630 LF OF HIGH HAZARD SILT FENCE: 0.24 ACRES DRAINAGE AREA TO BE TREATED BY ±1280 LF OF HIGH HAZARD SILT FENCE: 0.64 ACRES DRAINAGE AREA TO BE TREATED BY ±1280 LF OF HIGH HAZARD SILT FENCE: 0.64 ACRES DRAINAGE AREA TO BE TREATED BY ±460 LF OF HIGH HAZARD SILT FENCE: 0.49 ACRES SKIMMER SEDIMENT BASIN #4 DRAINAGE AREA: 3.65 AC BOTTOM OF BASIN: 624.00 TOP OF BERM: 628.00 SKIMMER SEDIMENT BASIN #5 DRAINAGE AREA: 7.28 AC BOTTOM OF BASIN: 615.00 TOP OF BERM: 619.00 SKIMMER SEDIMENT BASIN #6 DRAINAGE AREA: 1.56 AC BOTTOM OF BASIN: 619.00 TOP OF BERM: 623.00 (DESIGNED FOR FUTURE WET POND) SKIMMER SEDIMENT BASIN #7 DRAINAGE AREA: 1.36 AC BOTTOM OF BASIN: 622.00 TOP OF BERM: 626.00 SKIMMER SEDIMENT BASIN #9 DRAINAGE AREA: 3.92 AC BOTTOM OF BASIN: 617.00 TOP OF BERM: 621.00 (DESIGNED FOR FUTURE WET POND) SKIMMER SEDIMENT BASIN #8 DRAINAGE AREA: 2.82 AC BOTTOM OF BASIN: 620.00 TOP OF BERM: 624.00 WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 DETAILED EROSION CONTROL PLAN - PHASE 1 N/A FJM ATB ATB C-2.2 10/18/2019 2:21 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EROSION CONTROL PHASE 1.DWG STREAM BUFFER (TYP.) PROP. CONSTRUCTION ENTRANCE #2 (NCDEQ #6.06) LOCATION: LAT: 35.0022073 ° LONG: -80.6455228° PROP. CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) PROP. HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) PROP. HAUL ROAD (TYP.) PROP. TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) PROP. ROCK CHECK DAM (TYP.) (NCDEQ #6.63) PROP. BAFFLES (TYP.) (NCDEQ #6.65) PROP. 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) PROP. SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) DRAINAGE AREA LIMITS TO SEDIMENT BASIN (TYP.) SOIL TYPES BdB2 BADIN CHANNERY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED CmB CID CHANNERY SILT LOAM, 1 TO 5 PERCENT SLOPES ScA SECREST-CID COMPLEX, 0 TO 3 PERCENT SLOPES TbB2 TARRUS GRAVELLY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED TbC2 TARRUS GRAVELLY SILTY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED CALL 1-800-632-4949 N.C. ONE-CALL CENTER BEFORE YOU DIG! IT'S THE LAW! TOTAL SITE AREA: 87.83 ACRES TOTAL DENUDED AREA: 61.78 ACRES DRAINAGE AREA TO BE TREATED BY ±375 OF HIGH HAZARD SILT FENCE: 0.24 ACRES PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLATION ALL INLET PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ONCE PAVING OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL INSTALL CATCH INLET PROTECTION PER CATCH INLET DETAIL ON SHEET C-2.10. EROSION CONTROL NOTES: 1.PLEASE NOTE THAT THE DENUDED LIMITS SHOWN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LIMITS OF DISTURBANCE SHALL BE BASED ON PERIMETER EROSION CONTROL MEASURES (SILT FENCE, CONSTRUCTION FENCE, TREE PROTECTION FENCE, ETC.) AND THE AREA REQUIRED FOR PROPER INSTALLATION. 2.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, NCDOT, AND UNION COUNTY SEDIMENT AND EROSION CONTROL ORDINANCE. 3.WASTE AND EXCESS BORROW SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE (NCDEQ) ORDINANCE AND IS SUBJECT TO A FINE. 5.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE STATE (NCDEQ) EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6.GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS IN OTHER AREAS. REFER TO THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS. 7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE STATE (NCDEQ) ENGINEERING DEPARTMENT. 8.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL TERRACING. 9.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. 10.DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING. 11.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER. 12.ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED. 13.CONTRACTOR SHALL PLACE BIODEGRADABLE EROSION CONTROL MATTING AND HYDROSEED ON ALL SLOPES GRADED AT 2:1 OR GREATER AS INDICATED ON THE PLAN AND ON ALL SLOPES ADJACENT TO ANY STREAM, WETLAND, OR EXISTING POND. 14.BASIN SLOPES / EMBANKMENTS SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION. SLOPES GREATER THAN 10 FEET SHALL ALSO BE MATTED. 15.CHANNEL LINING OR MATTING SHALL BE PROVIDED FOR DIVERSION DITCHES WHERE VELOCITIES EXCEED 2 FPS. 16.THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 17.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND ARE REQUIRED UNTIL THE SITE IS FULLY STABILIZED. 18.EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. SELF INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUST OCCUR EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT > 0.5IN RAIN/24HR. RECORDS OF INSPECTIONS FOR PREVIOUS 30 DAYS SHALL REMAIN ON SITE AND AVAILABLE FOR AGENCY INSPECTORS DURING NORMAL WORK HOURS. PER SECTION II.B.3 OF THE NPDES PERMIT. 19.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 20.CONTRACTOR TO ENSURE NCDENR SELF-INSPECTION PROGRAM IS PREFORMED THROUGHOUT THE DURATION OF THE PROJECT. THE SELF-INSPECTION REPORT SHOULD BE COMPLETED AFTER EACH PHASE OF THE PROJECT. PHASES INCLUDE BUT ARE NOT LIMITED TO: INSTALLATION OF PERIMETER EROSION CONTROL MEASURES, CLEARING AND GRUBBING, COMPLETION OF ANY GRADING OF SLOPES OR FILLS, INSTALLATION OF STORM DRAINAGE SYSTEMS, COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND ESTABLISHMENT OF PERMANENT OR TEMPORARY GROUND COVER. 21.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 OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 22.ANY TEMPORARY DIVERSION DITCHES THAT WILL STAY IN PLACE LONGER THAN 30 DAYS WILL NEED TO BE SEEDED AND MULCHED WHEN THEY ARE CONSTRUCTED. LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) PROP. HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) PROP. ROCK CHECK DAM (TYP.) (NCDEQ #6.63) PROP. TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) PROP. ROCK CHECK DAM (TYP.) (NCDEQ #6.63) PROP. BAFFLES (TYP.) (NCDEQ #6.65) PROP. 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) PROP. 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) PROP. SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) DRAINAGE AREA LIMITS TO SILT FENCE (TYP.) PROP. FAIRCLOTH SKIMMER SIZE: 3.0 INCH ORIFICE DIA.: 2.8 INCH PROP. FAIRCLOTH SKIMMER SIZE: 4.0 INCH ORIFICE DIA.: 3.4 INCH PROP. FAIRCLOTH SKIMMER SIZE: 4.0 INCH ORIFICE DIA.: 3.3 INCH PROP. FAIRCLOTH SKIMMER SIZE: 2.0 INCH ORIFICE DIA.: 1.7 INCH PROP. FAIRCLOTH SKIMMER SIZE: 2.5 INCH ORIFICE DIA.: 2.4 INCH PROP. FAIRCLOTH SKIMMER SIZE: 6.0 INCH ORIFICE DIA.: 4.8 INCH RIP-RAP APRON - ELEV: 622' LENGTH: 6', WIDTH: 6' MEDIAN STONE SIZE: 6" THICKNESS: 12" CLASS 1 RIP RAP RIP-RAP APRON - ELEV: 623.75' LENGTH: 6', WIDTH: 6' MEDIAN STONE SIZE: 6" THICKNESS: 12" CLASS 1 RIP RAP RIP-RAP APRON - ELEV: 617' LENGTH: 6', WIDTH: 6' MEDIAN STONE SIZE: 6" THICKNESS: 12" CLASS 1 RIP RAP RIP-RAP APRON - ELEV: 626.50' LENGTH: 6', WIDTH: 6' MEDIAN STONE SIZE: 6" THICKNESS: 12" CLASS 1 RIP RAP 15'x10' EMERGENCY SPILLWAY: 621.50 15'x10' EMERGENCY SPILLWAY: 619.50 10'x10' EMERGENCY SPILLWAY: 626.50 10'x10' EMERGENCY SPILLWAY: 617.50 10'x10' EMERGENCY SPILLWAY: 624.50 10'x10' EMERGENCY SPILLWAY: 622.50 REFER TO SHEET C-6.13 FOR WET POND DESIGN REFER TO SHEET C-6.14 FOR WET POND DESIGN PROP. SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANS EROSION CONTROL LEGEND HIGH HAZARD SILT FENCING (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS CONSTRUCTION ENTRANCE (NCDEQ #6.06) BAFFLE (NCDEQ 6.65) TEMPORARY DIVERSION DITCH ROCK CHECK DAM (NCDEQ 6.63) (NCDEQ 6.20)TD-> SLOPE DRAIN (NCDEQ 6.32) DRAINAGE AREA LIMITS (SEDIMENT BASIN) TEMPORARY SILT FENCING (NCDEQ #6.62) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (NCDEQ #6.51) TEMPORARY WETLAND MUD MAT CROSSING CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) TREE PROTECTION FENCING (NCDEQ #6.05) CATCH INLET PROTECTION SPECIAL SEDIMENT CONTROL FENCE (NCDOT #1606.01) DRAINAGE AREA LIMITS (SILT FENCE) STREAM BUFFER HAUL ROAD FLOOD HAZARD AREA - ZONE AE EX. WETLANDS WEDDI N G T O N R O A D NC HW Y 8 4 HOLT O N D R I V E AIRP O R T R O A D PROP. TEMPORARY DIVERSION PIPE (12" HDPE) WITH RIP RAP PROP. TEMPORARY DIVERSION PIPE (12" HDPE) WITH RIP RAP PROP. OUT OF ROADWAY SANITARY SEWER (REFER TO CHAPTER 7) 15' WETLAND BUFFER (TYP.) NOTES: 1.SEE SHEET C-2.0 FOR CONSTRUCTION SEQUENCE AND SHEETS C-2.10 - C-2.13 FOR EROSION CONTROL NOTES AND DETAILS. 2.EROSION CONTROL PLANS HALL NOT BE USED FOR FINAL GRADING. SEE CHAPTER 5 FOR FINAL GRADING PLAN. 3.SEE CHAPTER 6 FOR STORM DRAINAGE PLANS. 4.SEE CHAPTER 7 FOR UTILITY PLANS. 5.SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANS. TD-> TD->TD-> TD-> TD-> TD-> TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->09402238094022 0 5 09402204 0940220 3 09402239094022400940224109402242 09402243 09402244 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S FH WV G 627.24 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS 625620 615 6256 3 0 620615610625 620 615 615 615 620 620625625 6 2 0 615615620630 630 6 3 5 635 635 640OE OE OE OE OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W W W W W W W W W W W W W W W W W 620 615 621 617 61 7 62 1 621 617620615611 613 620 613 617 615 6246206256206176306256206156156116 3 5 63 0 62 7 6 3 0 636 637 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-2.2MATCHLINE - C-2.4EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) DRAINAGE AREA TO BE TREATED BY ±458 LF OF HIGH HAZARD SILT FENCE: 0.41 ACRES DRAINAGE AREA TO BE TREATED BY ±785 OF HIGH HAZARD SILT FENCE: 0.36 ACRES SKIMMER SEDIMENT BASIN #10 DRAINAGE AREA: 3.52 AC BOTTOM OF BASIN: 617.00 TOP OF BERM: 621.50 (DESIGNED FOR FUTURE WET POND) SKIMMER SEDIMENT BASIN #11 DRAINAGE AREA: 1.72 AC BOTTOM OF BASIN: 613.00 TOP OF BERM: 617.00 WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 DETAILED EROSION CONTROL PLAN - PHASE 1 N/A FJM ATB ATB C-2.3 10/18/2019 2:21 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EROSION CONTROL PHASE 1.DWG STREAM BUFFER (TYP.) PROP. HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) PROP. HAUL ROAD (TYP.) PROP. TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) PROP. ROCK CHECK DAM (TYP.) (NCDEQ #6.63) PROP. BAFFLES (TYP.) (NCDEQ #6.65) PROP. 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) PROP. SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) DRAINAGE AREA LIMITS TO SEDIMENT BASIN (TYP.) DRAINAGE AREA LIMITS TO SILT FENCE (TYP.) SOIL TYPES BdB2 BADIN CHANNERY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED CmB CID CHANNERY SILT LOAM, 1 TO 5 PERCENT SLOPES ScA SECREST-CID COMPLEX, 0 TO 3 PERCENT SLOPES TbB2 TARRUS GRAVELLY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED TbC2 TARRUS GRAVELLY SILTY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED CALL 1-800-632-4949 N.C. ONE-CALL CENTER BEFORE YOU DIG! IT'S THE LAW! TOTAL SITE AREA: 87.83 ACRES TOTAL DENUDED AREA: 61.78 ACRES PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLATION ALL INLET PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ONCE PAVING OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL INSTALL CATCH INLET PROTECTION PER CATCH INLET DETAIL ON SHEET C-2.10. EROSION CONTROL NOTES: 1.PLEASE NOTE THAT THE DENUDED LIMITS SHOWN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LIMITS OF DISTURBANCE SHALL BE BASED ON PERIMETER EROSION CONTROL MEASURES (SILT FENCE, CONSTRUCTION FENCE, TREE PROTECTION FENCE, ETC.) AND THE AREA REQUIRED FOR PROPER INSTALLATION. 2.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, NCDOT, AND UNION COUNTY SEDIMENT AND EROSION CONTROL ORDINANCE. 3.WASTE AND EXCESS BORROW SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE (NCDEQ) ORDINANCE AND IS SUBJECT TO A FINE. 5.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE STATE (NCDEQ) EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6.GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS IN OTHER AREAS. REFER TO THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS. 7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE STATE (NCDEQ) ENGINEERING DEPARTMENT. 8.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL TERRACING. 9.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. 10.DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING. 11.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER. 12.ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED. 13.CONTRACTOR SHALL PLACE BIODEGRADABLE EROSION CONTROL MATTING AND HYDROSEED ON ALL SLOPES GRADED AT 2:1 OR GREATER AS INDICATED ON THE PLAN AND ON ALL SLOPES ADJACENT TO ANY STREAM, WETLAND, OR EXISTING POND. 14.BASIN SLOPES / EMBANKMENTS SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION. SLOPES GREATER THAN 10 FEET SHALL ALSO BE MATTED. 15.CHANNEL LINING OR MATTING SHALL BE PROVIDED FOR DIVERSION DITCHES WHERE VELOCITIES EXCEED 2 FPS. 16.THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 17.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND ARE REQUIRED UNTIL THE SITE IS FULLY STABILIZED. 18.EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. SELF INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUST OCCUR EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT > 0.5IN RAIN/24HR. RECORDS OF INSPECTIONS FOR PREVIOUS 30 DAYS SHALL REMAIN ON SITE AND AVAILABLE FOR AGENCY INSPECTORS DURING NORMAL WORK HOURS. PER SECTION II.B.3 OF THE NPDES PERMIT. 19.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 20.CONTRACTOR TO ENSURE NCDENR SELF-INSPECTION PROGRAM IS PREFORMED THROUGHOUT THE DURATION OF THE PROJECT. THE SELF-INSPECTION REPORT SHOULD BE COMPLETED AFTER EACH PHASE OF THE PROJECT. PHASES INCLUDE BUT ARE NOT LIMITED TO: INSTALLATION OF PERIMETER EROSION CONTROL MEASURES, CLEARING AND GRUBBING, COMPLETION OF ANY GRADING OF SLOPES OR FILLS, INSTALLATION OF STORM DRAINAGE SYSTEMS, COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND ESTABLISHMENT OF PERMANENT OR TEMPORARY GROUND COVER. 21.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 OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 22.ANY TEMPORARY DIVERSION DITCHES THAT WILL STAY IN PLACE LONGER THAN 30 DAYS WILL NEED TO BE SEEDED AND MULCHED WHEN THEY ARE CONSTRUCTED. PROP. HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) PROP. TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) PROP. ROCK CHECK DAM (TYP.) (NCDEQ #6.63) PROP. 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) PROP. FAIRCLOTH SKIMMER SIZE: 5.0 INCH ORIFICE DIA.: 4.7 INCH PROP. FAIRCLOTH SKIMMER SIZE: 2.5 INCH ORIFICE DIA.: 2.2 INCH RIP-RAP APRON - ELEV: 614.50' LENGTH: 6', WIDTH: 6' MEDIAN STONE SIZE: 6" THICKNESS: 12" CLASS 1 RIP RAP 10'x10' EMERGENCY SPILLWAY: 615.50 15'x10' EMERGENCY SPILLWAY: 620.00 REFER TO SHEET C-6.15 FOR WET POND DESIGN PROP. SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) EROSION CONTROL LEGEND HIGH HAZARD SILT FENCING (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS CONSTRUCTION ENTRANCE (NCDEQ #6.06) BAFFLE (NCDEQ 6.65) TEMPORARY DIVERSION DITCH ROCK CHECK DAM (NCDEQ 6.63) (NCDEQ 6.20)TD-> SLOPE DRAIN (NCDEQ 6.32) DRAINAGE AREA LIMITS (SEDIMENT BASIN) TEMPORARY SILT FENCING (NCDEQ #6.62) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (NCDEQ #6.51) TEMPORARY WETLAND MUD MAT CROSSING CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) TREE PROTECTION FENCING (NCDEQ #6.05) CATCH INLET PROTECTION SPECIAL SEDIMENT CONTROL FENCE (NCDOT #1606.01) DRAINAGE AREA LIMITS (SILT FENCE) STREAM BUFFER HAUL ROAD FLOOD HAZARD AREA - ZONE AE EX. WETLANDS WEDDINGTON ROAD NC HWY 84 GA L E S B U R G D R I V E PROP. OUT OF ROADWAY SANITARY SEWER (REFER TO CHAPTER 7) PROP. OUT OF ROADWAY SANITARY SEWER (REFER TO CHAPTER 7) PROP. OUT OF ROADWAY SANITARY SEWER (REFER TO CHAPTER 7) NOTES: 1.SEE SHEET C-2.0 FOR CONSTRUCTION SEQUENCE AND SHEETS C-2.10 - C-2.13 FOR EROSION CONTROL NOTES AND DETAILS. 2.EROSION CONTROL PLANS HALL NOT BE USED FOR FINAL GRADING. SEE CHAPTER 5 FOR FINAL GRADING PLAN. 3.SEE CHAPTER 6 FOR STORM DRAINAGE PLANS. 4.SEE CHAPTER 7 FOR UTILITY PLANS. 5.SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANS. TD->TD-> TD-> TD-> TD-> TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD-> TD->TD->TD->09402382 0 9 4 0 2 3 8 3 09402381 09402380 094023790940237809402377094023760940237509402374094023730940237209402371094023700940236909402308 628628628630628R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/W R/W R/W R/W R/WR/W R /W R/W R/W64564 0640635635630630 630 6 3 5 635 640640 6 4 0 63 5 OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W W W W W W W W W W W W W W W UGP 630 630 627 630 633 631 624626630635626 6 3 5 63 0 62 7 636 637 644 641 6376306296336316346386430 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-2.3EX. WETLANDS (TYP.) DRAINAGE AREA TO BE TREATED BY ±475 LF OF HIGH HAZARD SILT FENCE: 0.26 ACRES SKIMMER SEDIMENT BASIN #14 DRAINAGE AREA: 5.06 AC BOTTOM OF BASIN: 626.00 TOP OF BERM: 630.00 SKIMMER SEDIMENT BASIN #13 DRAINAGE AREA: 1.89 AC BOTTOM OF BASIN: 624.00 TOP OF BERM: 628.00 SKIMMER SEDIMENT BASIN #12 DRAINAGE AREA: 1.83 AC BOTTOM OF BASIN: 627.00 TOP OF BERM: 631.00 WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 DETAILED EROSION CONTROL PLAN - PHASE 1 N/A FJM ATB ATB C-2.4 10/18/2019 2:21 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EROSION CONTROL PHASE 1.DWG PROP. CONSTRUCTION ENTRANCE #3 (NCDEQ #6.06) LOCATION: LAT: 34.9991271° LONG: -80.6417305° PROP. CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) PROP. HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) PROP. HAUL ROAD (TYP.) PROP. TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) PROP. ROCK CHECK DAM (TYP.) (NCDEQ #6.63) PROP. BAFFLES (TYP.) (NCDEQ #6.65) PROP. 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) PROP. SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) DRAINAGE AREA LIMITS TO SEDIMENT BASIN (TYP.) DRAINAGE AREA LIMITS TO SILT FENCE (TYP.) SOIL TYPES BdB2 BADIN CHANNERY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED CmB CID CHANNERY SILT LOAM, 1 TO 5 PERCENT SLOPES ScA SECREST-CID COMPLEX, 0 TO 3 PERCENT SLOPES TbB2 TARRUS GRAVELLY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED TbC2 TARRUS GRAVELLY SILTY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED CALL 1-800-632-4949 N.C. ONE-CALL CENTER BEFORE YOU DIG! IT'S THE LAW! TOTAL SITE AREA: 87.83 ACRES TOTAL DENUDED AREA: 61.78 ACRES PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLATION ALL INLET PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ONCE PAVING OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL INSTALL CATCH INLET PROTECTION PER CATCH INLET DETAIL ON SHEET C-2.10. EROSION CONTROL NOTES: 1.PLEASE NOTE THAT THE DENUDED LIMITS SHOWN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LIMITS OF DISTURBANCE SHALL BE BASED ON PERIMETER EROSION CONTROL MEASURES (SILT FENCE, CONSTRUCTION FENCE, TREE PROTECTION FENCE, ETC.) AND THE AREA REQUIRED FOR PROPER INSTALLATION. 2.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, NCDOT, AND UNION COUNTY SEDIMENT AND EROSION CONTROL ORDINANCE. 3.WASTE AND EXCESS BORROW SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE (NCDEQ) ORDINANCE AND IS SUBJECT TO A FINE. 5.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE STATE (NCDEQ) EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6.GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS IN OTHER AREAS. REFER TO THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS. 7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE STATE (NCDEQ) ENGINEERING DEPARTMENT. 8.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL TERRACING. 9.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. 10.DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING. 11.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER. 12.ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED. 13.CONTRACTOR SHALL PLACE BIODEGRADABLE EROSION CONTROL MATTING AND HYDROSEED ON ALL SLOPES GRADED AT 2:1 OR GREATER AS INDICATED ON THE PLAN AND ON ALL SLOPES ADJACENT TO ANY STREAM, WETLAND, OR EXISTING POND. 14.BASIN SLOPES / EMBANKMENTS SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION. SLOPES GREATER THAN 10 FEET SHALL ALSO BE MATTED. 15.CHANNEL LINING OR MATTING SHALL BE PROVIDED FOR DIVERSION DITCHES WHERE VELOCITIES EXCEED 2 FPS. 16.THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 17.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND ARE REQUIRED UNTIL THE SITE IS FULLY STABILIZED. 18.EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. SELF INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUST OCCUR EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT > 0.5IN RAIN/24HR. RECORDS OF INSPECTIONS FOR PREVIOUS 30 DAYS SHALL REMAIN ON SITE AND AVAILABLE FOR AGENCY INSPECTORS DURING NORMAL WORK HOURS. PER SECTION II.B.3 OF THE NPDES PERMIT. 19.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 20.CONTRACTOR TO ENSURE NCDENR SELF-INSPECTION PROGRAM IS PREFORMED THROUGHOUT THE DURATION OF THE PROJECT. THE SELF-INSPECTION REPORT SHOULD BE COMPLETED AFTER EACH PHASE OF THE PROJECT. PHASES INCLUDE BUT ARE NOT LIMITED TO: INSTALLATION OF PERIMETER EROSION CONTROL MEASURES, CLEARING AND GRUBBING, COMPLETION OF ANY GRADING OF SLOPES OR FILLS, INSTALLATION OF STORM DRAINAGE SYSTEMS, COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND ESTABLISHMENT OF PERMANENT OR TEMPORARY GROUND COVER. 21.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 OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 22.ANY TEMPORARY DIVERSION DITCHES THAT WILL STAY IN PLACE LONGER THAN 30 DAYS WILL NEED TO BE SEEDED AND MULCHED WHEN THEY ARE CONSTRUCTED. DRAINAGE AREA TO BE TREATED BY ±475 LF OF HIGH HAZARD SILT FENCE: 0.26 ACRES PROP. TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) PROP. ROCK CHECK DAM (TYP.) (NCDEQ #6.63) LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) PROP. HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) PROP. FAIRCLOTH SKIMMER SIZE: 2.0 INCH ORIFICE DIA.: 1.9 INCH PROP. FAIRCLOTH SKIMMER SIZE: 2.0 INCH ORIFICE DIA.: 1.9 INCH PROP. FAIRCLOTH SKIMMER SIZE: 4.0 INCH ORIFICE DIA.: 2.8 INCH RIP-RAP APRON - ELEV: 628.75' LENGTH: 6', WIDTH: 6' MEDIAN STONE SIZE: 6" THICKNESS: 12" CLASS 1 RIP RAP RIP-RAP APRON - ELEV: 627.75' LENGTH: 6', WIDTH: 6' MEDIAN STONE SIZE: 6" THICKNESS: 12" CLASS 1 RIP RAP RIP-RAP APRON - ELEV: 627.75' LENGTH: 6', WIDTH: 6' MEDIAN STONE SIZE: 6" THICKNESS: 12" CLASS 1 RIP RAP 10'x10' EMERGENCY SPILLWAY: 629.50 10'x10' EMERGENCY SPILLWAY: 626.50 10'x10' EMERGENCY SPILLWAY: 628.50 SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANS EROSION CONTROL LEGEND HIGH HAZARD SILT FENCING (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS CONSTRUCTION ENTRANCE (NCDEQ #6.06) BAFFLE (NCDEQ 6.65) TEMPORARY DIVERSION DITCH ROCK CHECK DAM (NCDEQ 6.63) (NCDEQ 6.20)TD-> SLOPE DRAIN (NCDEQ 6.32) DRAINAGE AREA LIMITS (SEDIMENT BASIN) TEMPORARY SILT FENCING (NCDEQ #6.62) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (NCDEQ #6.51) TEMPORARY WETLAND MUD MAT CROSSING CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) TREE PROTECTION FENCING (NCDEQ #6.05) CATCH INLET PROTECTION SPECIAL SEDIMENT CONTROL FENCE (NCDOT #1606.01) DRAINAGE AREA LIMITS (SILT FENCE) STREAM BUFFER HAUL ROAD FLOOD HAZARD AREA - ZONE AE EX. WETLANDS WEDDINGTON ROAD NC HWY 84 MAHO LANEANNABERG LANEPROP. TEMPORARY DIVERSION PIPE (12" HDPE) WITH RIP RAP PROP. TEMPORARY DIVERSION PIPE (12" HDPE) WITH RIP RAP JOHNS F OREST LANE PROP. BYPASS SYSTEM CONSISTING OF RCP, FLARED END SECTIONS AND MANHOLES (REFER TO CHAPTER 6) NOTES: 1.SEE SHEET C-2.0 FOR CONSTRUCTION SEQUENCE AND SHEETS C-2.10 - C-2.13 FOR EROSION CONTROL NOTES AND DETAILS. 2.EROSION CONTROL PLANS HALL NOT BE USED FOR FINAL GRADING. SEE CHAPTER 5 FOR FINAL GRADING PLAN. 3.SEE CHAPTER 6 FOR STORM DRAINAGE PLANS. 4.SEE CHAPTER 7 FOR UTILITY PLANS. 5.SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANS. 0940238309402382 09402381 09402380 09402379 09402378 09402377 09402 3 7 6 0940237509402374094023730940237209402371094023700940236909402368094023530940235209402351094023500940234909402348094023470940234609402345094023440940234309402342094023410940234009402339 09402338 094023150940231409402313094023120940231109402310 09402309A 09402309 09402308 0940226409402244 0 9 4 0 2 2 4 3 094022420940 2 2 4 1 09402 2 4 0 094022 3 9 09402238 094022050940220409402 2 0 3 09402188094021710940 2 1 7 0 0940 2 1 6 9 09402 1 6 8 09402 1 6 7 09402 1 6 6 09402 1 6 5 09402 1 6 4 09402163 09402162 094 0 2 1 6 1 09402160 09402001A 06003013B 06003013A 06003011B 06003011 06003010 06003009 06003008SSSSSSSSSSSS SSSSSSSSR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/WSSSSSSR/W R /W R/W R/W R/W SS SS SS R/W R/W R/W R/W R/W R/W R/WR/WSSTTTT T T R/WR/WR/WR/WR/WR/WR/W R /WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W SSSS78 79 80 81 82 83 84 85 86 87 88 9 3 949 5 961041 0 5 1061071081 0 9 1101 1 1 1 1 2 1 1 3 1141 1 5 1161171181 1 9 1 2 0141142 1 8 1 1 8 2 1 8 3 1 8 4 1 8 5 1 8 6 1 8 7 1 8 8 1 9 4 1 9 5 1 9 6 1 9 7 1 9 8 2 0 2 2 0 3 2 0 4 2 0 5 2 0 6 2 0 7 2 0 8 2 0 9 2 1 0 2 1 1 2 1 2 2 1 3 2 1 4 2 1 5 2 1 6 2 1 7 2 1 8 2 1 9 2 2 0 2 2 1 2 2 2 2 2 3 2 2 4 2 2 597989 9 1001 0 1 1 0 2 103891 4 3 1441211 8 9 1 9 0 1 9 1 1 9 2 1 9 3 2 0 1 2 0 0 1 9 9 77 1 6 1 1 6 2 1631641 6 5166 1 6 7 1 6 8 1 6 9 1 8 0 1 7 11721 7 3 1 7 4 1521 5 3 1 5 4 1 5 5 1 5 6 1 5 7 1 5 8 1591 6 0 1 7 0 1 7 5 1 7 61771 7 8 1 7 9 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 9 0919 2 1221231241251261 2 71281 2 91301311321 3 3 1 3 41351361371 3 81391 4 0 1 4 5 1461 4 7 1481 4 9 1501 5 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 1 8 7 0 1"=200' 100'200'400' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL VICINITY MAP - NTS SITE WEDDING TON RD GOLDMI N E R D AIRPORT R D EXISTING POND MATC H LI N E - C-2.7 MATC H LI N E - C-2.8 PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT 1.14 AC FIRE DEPT FUTURE DEVELOPMENT WE D D I N G T O N R O A D NC H W Y 8 4 AIRP O R T R O A D WESLEY PARK PLAT CAB. H, FILE 597 VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 VILLAGES OF WESLEY CHAPEL, MAP 2 P.C. H, FILE 539 ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615 JOHNS FOREST L A N E LIST OF ADJOINING PROPERTY OWNERS BOBBY TYSON BK. 5056, PG. 620 TAX PIN: 06-003-014 NOW OR FORMERLY PAUL HOWIE, JR. BK. 289, PG. 068 TAX PIN: 06-003-013 NOW OR FORMERLY JERRY R. HELMS TAX PIN: 06-003-011 NOW OR FORMERLY LEROY ADAMS BK. 191, PG. 704 TAX PIN: 06-003-012 NOW OR FORMERLY HALDENBY HOLDINGS, LLC BK. 5126, PG. 651 TAX PIN: 06-003-015 NOW OR FORMERLY DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011E NOW OR FORMERLY PROPERTY BOUNDARY (TYP)MATCHLINE - C-2.6MATCHLINE - C-2.7MATC H LI N E - C-2.8 MATC H LI N E - C-2.9 VILLAGES OF WESLEY CHAPEL, HOMEOWNERS ASSOCIATION BK. 4519, PG. 061 TAX PIN: 09-402-553 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 OVERALL EROSION CONTROL PLAN - PHASE 2 N/A FJM ATB ATB C-2.5 10/18/2019 2:23 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EROSION CONTROL PHASE 2.DWG EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) CONSTRUCTION SEQUENCE: PHASE 2 1.AFTER COMPLETION OF PHASE 1, THE CONTRACTOR SHALL CALL FOR AN ON-SITE INSPECTION BY THE INSPECTOR. WHEN APPROVED BY THE INSPECTOR, CLEARING AND GRUBBING FOR THE REMAINDER OF CONSTRUCTION MAY BEGIN. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 2.BEGIN SITE GRADING AND CONSTRUCTION. CONTRACTOR TO INSTALL ALL PROPOSED RETAINING WALLS AS SHOWN ON THE GRADING PLAN. CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS INDICATED ON THE PLANS, AS REQUIRED, AND AS DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR AS CONSTRUCTION COMMENCES. CONTRACTOR TO REFER TO THE DEMOLITION PLAN FOR ALL SITE DEMOLITION. 3.INSTALL ALL STORM DRAINAGE AND UTILITIES AS SHOWN IN CHAPTERS 6 AND 7. THE CONTRACTOR SHALL ADJUST EROSION CONTROL MEASURES DURING GRADING AND AS STORM DRAINAGE STRUCTURES ARE BROUGHT TO FINISHED GRADES. 4.INSTALL ALL INLET PROTECTION DIRECTLY AFTER COMPLETION OF EACH STORM DRAINAGE STRUCTURE. 5.REMOVE SSB #13. MUCK OUT BOTTOM OF SSB #13 AS NECESSARY. CONTRACTOR TO COORDINATE WITH EROSION CONTROL INSPECTOR AND GEOTECH ENGINEER FOR PROPER COMPACTION AND FILL OVER SSB #13 6.CONTRACTOR TO COMPLETE SITE GRADING AND LOT GRADING PER GRADING PLAN. INSTALL LOT EROSION CONTROL MEASURES PER SHEET C-2.13. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFIED AS PART OF THE CONSTRUCTION SEQUENCE. REFER TO ATTACHED NCDEQ STABILIZATION TIMEFRAME TABLE FOR ALL STABILIZATION REQUIREMENTS. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. 7.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 8.CONTRACTOR TO INSTALL STONE BASE, ASPHALT, CURB AND REMAINING SITE IMPROVEMENTS. 9.ONCE SITE CONSTRUCTION IS COMPLETE AND THE AREAS DRAINING TO THE SEDIMENT BASINS HAVE BEEN ADEQUATELY STABILIZED, THE CONTRACTOR SHALL REQUEST APPROVAL FROM THE NCDEQ INSPECTOR TO REMOVE THE SEDIMENT BASINS / SKIMMER SEDIMENT BASINS OR CONVERT TO THE BASIN TO PROPOSED WETPOND AS SHOWN IN PHASE 2. 10.ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. IF FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE. 11.THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STATES OF CONSTRUCTION. 12.NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED. APPROVAL BY A NCDEQ INSPECTOR MUST ALSO BE OBTAINED PRIOR TO THE REMOVAL OF ANY EROSION CONTROL MEASURES. 13.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DESIGN MANUAL AND U.S. DEPT. OF AGRICULTURE. 6206196 1 9624624 6 1 5 615 619621 621 625621625621620 625 620625621628625 62462462 4 62 8 625 630 62 7 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWW W W W W W W W W SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWSS SS SS SS SS SS SSSSSSSSSSWWWWWWWWR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W STST X X X X X X X X X X X X X X X X X X X X X X X X X X R/W R/W R/W 635 63564 0 640 625 6 3 0 63 5 635635 6406 3 5 6 3 0 630635620 615 615620625630635 62 0 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOE GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 78 79 80 81 82 83 84 85 86 87 88 77 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 1 2 3 4 5 6 7 8 9 10 11 12 13 14151617181920212223 24252627 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 TD->TD-> TD->TD->TD->TD->TD->TD->TD->TD->TD->624 624TD->640 640 640640638635637640 642640 635 630 625 630 635 640 630 635 630 635 630 635 635 635638640635 638 637 636 639638 637637640635630643 642 643 640635630625642640 638 636635 6396366350 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-2.7HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) SOIL TYPES BdB2 BADIN CHANNERY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED CmB CID CHANNERY SILT LOAM, 1 TO 5 PERCENT SLOPES ScA SECREST-CID COMPLEX, 0 TO 3 PERCENT SLOPES TbB2 TARRUS GRAVELLY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED TbC2 TARRUS GRAVELLY SILTY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED CALL 1-800-632-4949 N.C. ONE-CALL CENTER BEFORE YOU DIG! IT'S THE LAW! NOTES: 1.SEE SHEET C-2.0 FOR CONSTRUCTION SEQUENCE AND SHEETS C-2.10 - C-2.13 FOR EROSION CONTROL NOTES AND DETAILS. 2.EROSION CONTROL PLANS HALL NOT BE USED FOR FINAL GRADING. SEE CHAPTER 5 FOR FINAL GRADING PLAN. 3.SEE CHAPTER 6 FOR STORM DRAINAGE PLANS. 4.SEE CHAPTER 7 FOR UTILITY PLANS. 5.SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANS. PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLATION ALL INLET PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ONCE PAVING OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL INSTALL CATCH INLET PROTECTION PER CATCH INLET DETAIL ON SHEET C-2.10.MATCHLINE - C-2.7EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) SEDIMENT BASIN #3 TO BE CONVERTED TO WET POND #1 AFTER CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED (REFER TO SHEET C-6.12) WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 DETAILED EROSION CONTROL PLAN - PHASE 2 N/A FJM ATB ATB C-2.6 10/18/2019 2:23 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EROSION CONTROL PHASE 2.DWG PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANSCONSTRUCTION ENTRANCE #1 (NCDEQ #6.06) LOCATION: LAT: 35.0068919° LONG: -80.6488941° CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) BAFFLES (TYP.) (NCDEQ #6.65) 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32)MATCHLINE - C-2.7EROSION CONTROL NOTES: 1.PLEASE NOTE THAT THE DENUDED LIMITS SHOWN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LIMITS OF DISTURBANCE SHALL BE BASED ON PERIMETER EROSION CONTROL MEASURES (SILT FENCE, CONSTRUCTION FENCE, TREE PROTECTION FENCE, ETC.) AND THE AREA REQUIRED FOR PROPER INSTALLATION. 2.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, NCDOT, AND UNION COUNTY SEDIMENT AND EROSION CONTROL ORDINANCE. 3.WASTE AND EXCESS BORROW SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE (NCDEQ) ORDINANCE AND IS SUBJECT TO A FINE. 5.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE STATE (NCDEQ) EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6.GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS IN OTHER AREAS. REFER TO THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS. 7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE STATE (NCDEQ) ENGINEERING DEPARTMENT. 8.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL TERRACING. 9.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. 10.DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING. 11.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER. 12.ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED. 13.CONTRACTOR SHALL PLACE BIODEGRADABLE EROSION CONTROL MATTING AND HYDROSEED ON ALL SLOPES GRADED AT 2:1 OR GREATER AS INDICATED ON THE PLAN AND ON ALL SLOPES ADJACENT TO ANY STREAM, WETLAND, OR EXISTING POND. 14.BASIN SLOPES / EMBANKMENTS SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION. SLOPES GREATER THAN 10 FEET SHALL ALSO BE MATTED. 15.CHANNEL LINING OR MATTING SHALL BE PROVIDED FOR DIVERSION DITCHES WHERE VELOCITIES EXCEED 2 FPS. 16.THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 17.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND ARE REQUIRED UNTIL THE SITE IS FULLY STABILIZED. 18.EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. SELF INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUST OCCUR EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT > 0.5IN RAIN/24HR. RECORDS OF INSPECTIONS FOR PREVIOUS 30 DAYS SHALL REMAIN ON SITE AND AVAILABLE FOR AGENCY INSPECTORS DURING NORMAL WORK HOURS. PER SECTION II.B.3 OF THE NPDES PERMIT. 19.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 20.CONTRACTOR TO ENSURE NCDENR SELF-INSPECTION PROGRAM IS PREFORMED THROUGHOUT THE DURATION OF THE PROJECT. THE SELF-INSPECTION REPORT SHOULD BE COMPLETED AFTER EACH PHASE OF THE PROJECT. PHASES INCLUDE BUT ARE NOT LIMITED TO: INSTALLATION OF PERIMETER EROSION CONTROL MEASURES, CLEARING AND GRUBBING, COMPLETION OF ANY GRADING OF SLOPES OR FILLS, INSTALLATION OF STORM DRAINAGE SYSTEMS, COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND ESTABLISHMENT OF PERMANENT OR TEMPORARY GROUND COVER. 21.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 OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 22.ANY TEMPORARY DIVERSION DITCHES THAT WILL STAY IN PLACE LONGER THAN 30 DAYS WILL NEED TO BE SEEDED AND MULCHED WHEN THEY ARE CONSTRUCTED. TOTAL SITE AREA: 87.83 ACRES TOTAL DENUDED AREA: 61.78 ACRES LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) BAFFLES (TYP.) (NCDEQ #6.65) SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) EROSION CONTROL LEGEND HIGH HAZARD SILT FENCING (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS CONSTRUCTION ENTRANCE (NCDEQ #6.06) BAFFLE (NCDEQ 6.65) TEMPORARY DIVERSION DITCH ROCK CHECK DAM (NCDEQ 6.63) (NCDEQ 6.20)TD-> SLOPE DRAIN (NCDEQ 6.32) PROP. SANITARY SEWER (CH. 7)SS SS TEMPORARY SILT FENCING (NCDEQ #6.62) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (NCDEQ #6.51) PROP. STORM DRAINAGE (CH. 6) CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) TREE PROTECTION FENCING (NCDEQ #6.05) CATCH INLET PROTECTION SPECIAL SEDIMENT CONTROL FENCE (NCDOT #1606.01) PROP. WATERMAIN (CH. 7) STREAM BUFFER HAUL ROAD FLOOD HAZARD AREA - ZONE AE EX. WETLANDS W WEDDINGTON R O A D NC HWY 84 AIRPORT ROAD PROP. CATCH INLET PROTECTION (TYP.) PROP. CATCH INLET PROTECTION (TYP.) PROP. CATCH INLET PROTECTION (TYP.) PROP. STORM DRAINAGE (REFER TO CHAPTER 6) PROP. SANITARY SEWER (REFER TO CHAPTER 7) PROP. WATERMAIN REFER TO CHAPTER 7) PROP. STORM DRAINAGE (REFER TO CHAPTER 6) PROP. SANITARY SEWER (REFER TO CHAPTER 7) PROP. WATERMAIN REFER TO CHAPTER 7) 15' WETLAND BUFFER (TYP.) 09402 2 0 4 09402 2 0 3 09402 1 8 8 09402 1 7 10940217009402169094021680940216709402166094021650940216409402163094 0 2 1 6 2 09402160 09402315094023140940231309402312SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 620 6196 2 6 6 2 6 6 2 6 6 1 9 619 6 2 0 625 629 624 624615 6216216 2 5 6 2 1 6 2 5 6 2 1 620 625 620625621628617 621 620 615 617 620 625 628 617620624620 61962361 9 62 2 62 7 6196236206256 2 2 6 2 2 615 6156 1 5 624 628 625 630 627 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS SS SS SS SS SS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSW W WWWWW WSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSS S S S SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSWWWWWWWWR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W X X X X X X X X X X X X X X X X XXXXXXXXX X XXXX XXSSSSSSSSSSSSSSSSSSSS SS SSSSSSSSSSR/W R/W R/W R/W R/W R/W R/W R/W SSSSSSSS6 3 5 625 630 64 0 640635 630 6 3 0 630 635 625 620 620615 6 1 5 6206156206256 3 0 62562563063 0 6 2 5 620 615 6206 2 0 615615620620620 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T W W W W W W W W W W W W W W W W W W W W W W W UGP W W W W W R/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SSSSSSSSSSSSSSSSSSSS93 94 95 96 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120141 142 97 98 99 100 101 102 103 89 143 144 121 161 162 163 164165 166 167 168 169 180 171 172 173 174 152 153 154 155 156 157 158 159 160 170 175 176 177 178 179 90 91 92 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 145 146 147 148 149 150 151 T D - > TD - >TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->624640 635 630 630635630 635 635630 62 9 627 625 627 629 628 630632 6 3 0 6 2 8 6 2 5 624625630627 630 630 630625620 618625 6406356306436 4 0 6 3 5 6 3 0 6 2 5635639636635 625 630 629 629 628 630 6206256306 3 2 635 635 640 635 640 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL M A T C H L I N E - C - 2 . 6 MATCHLINE - C-2.8MATCHLINE - C-2 .6 EX. WETLANDS (TYP.) SEDIMENT BASIN #9 TO BE CONVERTED TO WET POND #3 AFTER CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED (REFER TO SHEET C-6.14) WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 DETAILED EROSION CONTROL PLAN - PHASE 2 N/A FJM ATB ATB C-2.7 10/18/2019 2:23 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EROSION CONTROL PHASE 2.DWG STREAM BUFFER (TYP.) CONSTRUCTION ENTRANCE #2 (NCDEQ #6.06) LOCATION: LAT: 35.0022073 ° LONG: -80.6455228° CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) ROCK CHECK DAM (TYP.) (NCDEQ #6.63) BAFFLES (TYP.) (NCDEQ #6.65) 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) SOIL TYPES BdB2 BADIN CHANNERY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED CmB CID CHANNERY SILT LOAM, 1 TO 5 PERCENT SLOPES ScA SECREST-CID COMPLEX, 0 TO 3 PERCENT SLOPES TbB2 TARRUS GRAVELLY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED TbC2 TARRUS GRAVELLY SILTY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED CALL 1-800-632-4949 N.C. ONE-CALL CENTER BEFORE YOU DIG! IT'S THE LAW! TOTAL SITE AREA: 87.83 ACRES TOTAL DENUDED AREA: 61.78 ACRES PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLATION ALL INLET PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ONCE PAVING OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL INSTALL CATCH INLET PROTECTION PER CATCH INLET DETAIL ON SHEET C-2.10. EROSION CONTROL NOTES: 1.PLEASE NOTE THAT THE DENUDED LIMITS SHOWN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LIMITS OF DISTURBANCE SHALL BE BASED ON PERIMETER EROSION CONTROL MEASURES (SILT FENCE, CONSTRUCTION FENCE, TREE PROTECTION FENCE, ETC.) AND THE AREA REQUIRED FOR PROPER INSTALLATION. 2.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, NCDOT, AND UNION COUNTY SEDIMENT AND EROSION CONTROL ORDINANCE. 3.WASTE AND EXCESS BORROW SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE (NCDEQ) ORDINANCE AND IS SUBJECT TO A FINE. 5.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE STATE (NCDEQ) EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6.GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS IN OTHER AREAS. REFER TO THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS. 7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE STATE (NCDEQ) ENGINEERING DEPARTMENT. 8.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL TERRACING. 9.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. 10.DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING. 11.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER. 12.ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED. 13.CONTRACTOR SHALL PLACE BIODEGRADABLE EROSION CONTROL MATTING AND HYDROSEED ON ALL SLOPES GRADED AT 2:1 OR GREATER AS INDICATED ON THE PLAN AND ON ALL SLOPES ADJACENT TO ANY STREAM, WETLAND, OR EXISTING POND. 14.BASIN SLOPES / EMBANKMENTS SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION. SLOPES GREATER THAN 10 FEET SHALL ALSO BE MATTED. 15.CHANNEL LINING OR MATTING SHALL BE PROVIDED FOR DIVERSION DITCHES WHERE VELOCITIES EXCEED 2 FPS. 16.THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 17.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND ARE REQUIRED UNTIL THE SITE IS FULLY STABILIZED. 18.EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. SELF INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUST OCCUR EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT > 0.5IN RAIN/24HR. RECORDS OF INSPECTIONS FOR PREVIOUS 30 DAYS SHALL REMAIN ON SITE AND AVAILABLE FOR AGENCY INSPECTORS DURING NORMAL WORK HOURS. PER SECTION II.B.3 OF THE NPDES PERMIT. 19.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 20.CONTRACTOR TO ENSURE NCDENR SELF-INSPECTION PROGRAM IS PREFORMED THROUGHOUT THE DURATION OF THE PROJECT. THE SELF-INSPECTION REPORT SHOULD BE COMPLETED AFTER EACH PHASE OF THE PROJECT. PHASES INCLUDE BUT ARE NOT LIMITED TO: INSTALLATION OF PERIMETER EROSION CONTROL MEASURES, CLEARING AND GRUBBING, COMPLETION OF ANY GRADING OF SLOPES OR FILLS, INSTALLATION OF STORM DRAINAGE SYSTEMS, COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND ESTABLISHMENT OF PERMANENT OR TEMPORARY GROUND COVER. 21.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 OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 22.ANY TEMPORARY DIVERSION DITCHES THAT WILL STAY IN PLACE LONGER THAN 30 DAYS WILL NEED TO BE SEEDED AND MULCHED WHEN THEY ARE CONSTRUCTED. LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) PROP. HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) ROCK CHECK DAM (TYP.) (NCDEQ #6.63) BAFFLES (TYP.) (NCDEQ #6.65) 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANS PROP. CATCH INLET PROTECTION (TYP.) PROP. CATCH INLET PROTECTION (TYP.) SEDIMENT BASIN #6 TO BE CONVERTED TO WET POND #2 AFTER CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED (REFER TO SHEET C-6.13) TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) ROCK CHECK DAM (TYP.) (NCDEQ #6.63) EROSION CONTROL LEGEND HIGH HAZARD SILT FENCING (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS CONSTRUCTION ENTRANCE (NCDEQ #6.06) BAFFLE (NCDEQ 6.65) TEMPORARY DIVERSION DITCH ROCK CHECK DAM (NCDEQ 6.63) (NCDEQ 6.20)TD-> SLOPE DRAIN (NCDEQ 6.32) PROP. SANITARY SEWER (CH. 7)SS SS TEMPORARY SILT FENCING (NCDEQ #6.62) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (NCDEQ #6.51) PROP. STORM DRAINAGE (CH. 6) CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) TREE PROTECTION FENCING (NCDEQ #6.05) CATCH INLET PROTECTION SPECIAL SEDIMENT CONTROL FENCE (NCDOT #1606.01) PROP. WATERMAIN (CH. 7) STREAM BUFFER HAUL ROAD FLOOD HAZARD AREA - ZONE AE EX. WETLANDS W WEDDI N G T O N R O A D NC HW Y 8 4 HOLT O N D R I V E AIRP O R T R O A D PROP. STORM DRAINAGE (REFER TO CHAPTER 6) PROP. SANITARY SEWER (REFER TO CHAPTER 7) PROP. WATERMAIN REFER TO CHAPTER 7) 15' WETLAND BUFFER (TYP.) NOTES: 1.SEE SHEET C-2.0 FOR CONSTRUCTION SEQUENCE AND SHEETS C-2.10 - C-2.13 FOR EROSION CONTROL NOTES AND DETAILS. 2.EROSION CONTROL PLANS HALL NOT BE USED FOR FINAL GRADING. SEE CHAPTER 5 FOR FINAL GRADING PLAN. 3.SEE CHAPTER 6 FOR STORM DRAINAGE PLANS. 4.SEE CHAPTER 7 FOR UTILITY PLANS. 5.SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANS. 09402238094022 0 5 09402204 0940220 3 09402239094022400940224109402242 09402243 09402244 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S 620 615 621 617 61 7 62 1 621 617620615611 613 613 617 624620SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWSSSSSSSSSS SSSSSSSSSSSSSSSSSSS S S S R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W STSTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS 625620 615 6256 3 0 620615610625 620 615 615 615 620 620625625 6 2 0 615615620630 630 6 3 5 635 635 640OE OE OE OE OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOT W W W W W W W W W W W W W W W W W W W W W W W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W SSSSSSSSSSSSSSSSSS188 194 195 196 197 198 189190 191 192 193 201 200 199 187 TD-> TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->625 630615620625630620625625 625 620 628633 630 632 633 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-2.7MATCHLINE - C-2.9EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) SEDIMENT BASIN #10 TO BE CONVERTED TO WET POND #4 AFTER CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED (REFER TO SHEET C-6.15) WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 DETAILED EROSION CONTROL PLAN - PHASE 2 N/A FJM ATB ATB C-2.8 10/18/2019 2:23 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EROSION CONTROL PHASE 2.DWG HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) PROP. CATCH INLET PROTECTION (TYP.) TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) ROCK CHECK DAM (TYP.) (NCDEQ #6.63) SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) SOIL TYPES BdB2 BADIN CHANNERY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED CmB CID CHANNERY SILT LOAM, 1 TO 5 PERCENT SLOPES ScA SECREST-CID COMPLEX, 0 TO 3 PERCENT SLOPES TbB2 TARRUS GRAVELLY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED TbC2 TARRUS GRAVELLY SILTY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED CALL 1-800-632-4949 N.C. ONE-CALL CENTER BEFORE YOU DIG! IT'S THE LAW! TOTAL SITE AREA: 87.83 ACRES TOTAL DENUDED AREA: 61.78 ACRES PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLATION ALL INLET PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ONCE PAVING OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL INSTALL CATCH INLET PROTECTION PER CATCH INLET DETAIL ON SHEET C-2.10. EROSION CONTROL NOTES: 1.PLEASE NOTE THAT THE DENUDED LIMITS SHOWN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LIMITS OF DISTURBANCE SHALL BE BASED ON PERIMETER EROSION CONTROL MEASURES (SILT FENCE, CONSTRUCTION FENCE, TREE PROTECTION FENCE, ETC.) AND THE AREA REQUIRED FOR PROPER INSTALLATION. 2.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, NCDOT, AND UNION COUNTY SEDIMENT AND EROSION CONTROL ORDINANCE. 3.WASTE AND EXCESS BORROW SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE (NCDEQ) ORDINANCE AND IS SUBJECT TO A FINE. 5.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE STATE (NCDEQ) EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6.GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS IN OTHER AREAS. REFER TO THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS. 7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE STATE (NCDEQ) ENGINEERING DEPARTMENT. 8.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL TERRACING. 9.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. 10.DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING. 11.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER. 12.ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED. 13.CONTRACTOR SHALL PLACE BIODEGRADABLE EROSION CONTROL MATTING AND HYDROSEED ON ALL SLOPES GRADED AT 2:1 OR GREATER AS INDICATED ON THE PLAN AND ON ALL SLOPES ADJACENT TO ANY STREAM, WETLAND, OR EXISTING POND. 14.BASIN SLOPES / EMBANKMENTS SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION. SLOPES GREATER THAN 10 FEET SHALL ALSO BE MATTED. 15.CHANNEL LINING OR MATTING SHALL BE PROVIDED FOR DIVERSION DITCHES WHERE VELOCITIES EXCEED 2 FPS. 16.THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 17.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND ARE REQUIRED UNTIL THE SITE IS FULLY STABILIZED. 18.EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. SELF INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUST OCCUR EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT > 0.5IN RAIN/24HR. RECORDS OF INSPECTIONS FOR PREVIOUS 30 DAYS SHALL REMAIN ON SITE AND AVAILABLE FOR AGENCY INSPECTORS DURING NORMAL WORK HOURS. PER SECTION II.B.3 OF THE NPDES PERMIT. 19.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 20.CONTRACTOR TO ENSURE NCDENR SELF-INSPECTION PROGRAM IS PREFORMED THROUGHOUT THE DURATION OF THE PROJECT. THE SELF-INSPECTION REPORT SHOULD BE COMPLETED AFTER EACH PHASE OF THE PROJECT. PHASES INCLUDE BUT ARE NOT LIMITED TO: INSTALLATION OF PERIMETER EROSION CONTROL MEASURES, CLEARING AND GRUBBING, COMPLETION OF ANY GRADING OF SLOPES OR FILLS, INSTALLATION OF STORM DRAINAGE SYSTEMS, COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND ESTABLISHMENT OF PERMANENT OR TEMPORARY GROUND COVER. 21.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 OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 22.ANY TEMPORARY DIVERSION DITCHES THAT WILL STAY IN PLACE LONGER THAN 30 DAYS WILL NEED TO BE SEEDED AND MULCHED WHEN THEY ARE CONSTRUCTED. HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) ROCK CHECK DAM (TYP.) (NCDEQ #6.63) 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) EROSION CONTROL LEGEND HIGH HAZARD SILT FENCING (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS CONSTRUCTION ENTRANCE (NCDEQ #6.06) BAFFLE (NCDEQ 6.65) TEMPORARY DIVERSION DITCH ROCK CHECK DAM (NCDEQ 6.63) (NCDEQ 6.20)TD-> SLOPE DRAIN (NCDEQ 6.32) PROP. SANITARY SEWER (CH. 7)SS SS TEMPORARY SILT FENCING (NCDEQ #6.62) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (NCDEQ #6.51) PROP. STORM DRAINAGE (CH. 6) CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) TREE PROTECTION FENCING (NCDEQ #6.05) CATCH INLET PROTECTION SPECIAL SEDIMENT CONTROL FENCE (NCDOT #1606.01) PROP. WATERMAIN (CH. 7) STREAM BUFFER HAUL ROAD FLOOD HAZARD AREA - ZONE AE EX. WETLANDS W WEDDINGTON ROAD NC HWY 84 GA L E S B U R G D R I V E PROP. STORM DRAINAGE (REFER TO CHAPTER 6) PROP. SANITARY SEWER (REFER TO CHAPTER 7) PROP. WATERMAIN REFER TO CHAPTER 7) NOTES: 1.SEE SHEET C-2.0 FOR CONSTRUCTION SEQUENCE AND SHEETS C-2.10 - C-2.13 FOR EROSION CONTROL NOTES AND DETAILS. 2.EROSION CONTROL PLANS HALL NOT BE USED FOR FINAL GRADING. SEE CHAPTER 5 FOR FINAL GRADING PLAN. 3.SEE CHAPTER 6 FOR STORM DRAINAGE PLANS. 4.SEE CHAPTER 7 FOR UTILITY PLANS. 5.SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANS. 09402382 0 9 4 0 2 3 8 3 09402381 09402380 094023790940237809402377094023760940237509402374094023730940237209402371094023700940236909402308628630630 630 627 630 633 631 626630635626 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W XXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXX X XXXXX X XXXXXXXXX X XXXXXXXX X XXXR/WR/WR/W R/W R/W R/W R/WR/W R /W R/W R/W64564 0640635635630630 630 6 3 5 635 640640 6 4 0 63 5 OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOT W W W W W W W W W W W W W W W W W W W W W UGP R/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W 181182183184185 186 187 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218219220221222223224225 TD-> TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->635 635640 635640638 640 635 633 630635635 63 3 640 638 635 634 641 637 640 636 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-2.8EX. WETLANDS (TYP.) WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 DETAILED EROSION CONTROL PLAN - PHASE 2 N/A FJM ATB ATB C-2.9 10/18/2019 2:23 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-EROSION CONTROL PHASE 2.DWG CONSTRUCTION ENTRANCE #3 (NCDEQ #6.06) LOCATION: LAT: 34.9991271° LONG: -80.6417305° CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.) PROP. CATCH INLET PROTECTION (TYP.) TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20)ROCK CHECK DAM (TYP.) (NCDEQ #6.63) BAFFLES (TYP.) (NCDEQ #6.65) 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) SPECIAL SEDIMENT CONTROL FENCE (TYP.) (NCDEQ #1606.01) SOIL TYPES BdB2 BADIN CHANNERY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED CmB CID CHANNERY SILT LOAM, 1 TO 5 PERCENT SLOPES ScA SECREST-CID COMPLEX, 0 TO 3 PERCENT SLOPES TbB2 TARRUS GRAVELLY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED TbC2 TARRUS GRAVELLY SILTY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED CALL 1-800-632-4949 N.C. ONE-CALL CENTER BEFORE YOU DIG! IT'S THE LAW! TOTAL SITE AREA: 87.83 ACRES TOTAL DENUDED AREA: 61.78 ACRES PRIOR TO PAVEMENT AND CURB AND GUTTER INSTALLATION ALL INLET PROTECTION SHALL BE INSTALLED PER NCDEQ #6.51. ONCE PAVING OPERATIONS HAVE BEEN DONE, CONTRACTOR SHALL INSTALL CATCH INLET PROTECTION PER CATCH INLET DETAIL ON SHEET C-2.10. EROSION CONTROL NOTES: 1.PLEASE NOTE THAT THE DENUDED LIMITS SHOWN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LIMITS OF DISTURBANCE SHALL BE BASED ON PERIMETER EROSION CONTROL MEASURES (SILT FENCE, CONSTRUCTION FENCE, TREE PROTECTION FENCE, ETC.) AND THE AREA REQUIRED FOR PROPER INSTALLATION. 2.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, NCDOT, AND UNION COUNTY SEDIMENT AND EROSION CONTROL ORDINANCE. 3.WASTE AND EXCESS BORROW SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE (NCDEQ) ORDINANCE AND IS SUBJECT TO A FINE. 5.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE STATE (NCDEQ) EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6.GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS IN OTHER AREAS. REFER TO THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS. 7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE STATE (NCDEQ) ENGINEERING DEPARTMENT. 8.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL TERRACING. 9.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. 10.DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING. 11.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER. 12.ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED. 13.CONTRACTOR SHALL PLACE BIODEGRADABLE EROSION CONTROL MATTING AND HYDROSEED ON ALL SLOPES GRADED AT 2:1 OR GREATER AS INDICATED ON THE PLAN AND ON ALL SLOPES ADJACENT TO ANY STREAM, WETLAND, OR EXISTING POND. 14.BASIN SLOPES / EMBANKMENTS SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION. SLOPES GREATER THAN 10 FEET SHALL ALSO BE MATTED. 15.CHANNEL LINING OR MATTING SHALL BE PROVIDED FOR DIVERSION DITCHES WHERE VELOCITIES EXCEED 2 FPS. 16.THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 17.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND ARE REQUIRED UNTIL THE SITE IS FULLY STABILIZED. 18.EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. SELF INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUST OCCUR EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT > 0.5IN RAIN/24HR. RECORDS OF INSPECTIONS FOR PREVIOUS 30 DAYS SHALL REMAIN ON SITE AND AVAILABLE FOR AGENCY INSPECTORS DURING NORMAL WORK HOURS. PER SECTION II.B.3 OF THE NPDES PERMIT. 19.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 20.CONTRACTOR TO ENSURE NCDENR SELF-INSPECTION PROGRAM IS PREFORMED THROUGHOUT THE DURATION OF THE PROJECT. THE SELF-INSPECTION REPORT SHOULD BE COMPLETED AFTER EACH PHASE OF THE PROJECT. PHASES INCLUDE BUT ARE NOT LIMITED TO: INSTALLATION OF PERIMETER EROSION CONTROL MEASURES, CLEARING AND GRUBBING, COMPLETION OF ANY GRADING OF SLOPES OR FILLS, INSTALLATION OF STORM DRAINAGE SYSTEMS, COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND ESTABLISHMENT OF PERMANENT OR TEMPORARY GROUND COVER. 21.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 OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 22.ANY TEMPORARY DIVERSION DITCHES THAT WILL STAY IN PLACE LONGER THAN 30 DAYS WILL NEED TO BE SEEDED AND MULCHED WHEN THEY ARE CONSTRUCTED. TEMPORARY DIVERSION DITCH (TYP.) (NCDEQ #6.20) ROCK CHECK DAM (TYP.) (NCDEQ #6.63) LIMITS OF CONSTRUCTION / CLEARING LIMITS (TYP.)HIGH HAZARD SILT FENCE (TYP.) (NCDEQ #6.62) 18" SLOPE DRAIN (TYP.) (NCDEQ #6.32) SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANS PROP. CATCH INLET PROTECTION (TYP.) EROSION CONTROL LEGEND HIGH HAZARD SILT FENCING (NCDEQ #6.62) LIMITS OF CONSTRUCTION / CLEARING LIMITS CONSTRUCTION ENTRANCE (NCDEQ #6.06) BAFFLE (NCDEQ 6.65) TEMPORARY DIVERSION DITCH ROCK CHECK DAM (NCDEQ 6.63) (NCDEQ 6.20)TD-> SLOPE DRAIN (NCDEQ 6.32) PROP. SANITARY SEWER (CH. 7)SS SS TEMPORARY SILT FENCING (NCDEQ #6.62) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (NCDEQ #6.51) PROP. STORM DRAINAGE (CH. 6) CONSTRUCTION WASHOUT W/ COMPOST SOCK (NCDEQ #6.66) TREE PROTECTION FENCING (NCDEQ #6.05) CATCH INLET PROTECTION SPECIAL SEDIMENT CONTROL FENCE (NCDOT #1606.01) PROP. WATERMAIN (CH. 7) STREAM BUFFER HAUL ROAD FLOOD HAZARD AREA - ZONE AE EX. WETLANDS W WEDDINGTON ROAD NC HWY 84 MAHO LANEANNABERG LANEPROP. STORM DRAINAGE (REFER TO CHAPTER 6) PROP. SANITARY SEWER (REFER TO CHAPTER 7) PROP. WATERMAIN REFER TO CHAPTER 7) JOH N S F O R E S T L A N E NOTES: 1.SEE SHEET C-2.0 FOR CONSTRUCTION SEQUENCE AND SHEETS C-2.10 - C-2.13 FOR EROSION CONTROL NOTES AND DETAILS. 2.EROSION CONTROL PLANS HALL NOT BE USED FOR FINAL GRADING. SEE CHAPTER 5 FOR FINAL GRADING PLAN. 3.SEE CHAPTER 6 FOR STORM DRAINAGE PLANS. 4.SEE CHAPTER 7 FOR UTILITY PLANS. 5.SEE CHAPTER 9 FOR OFFSITE ROADWAY PLANS. SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCA O L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 EROSION CONTROL DETAILS N/A FJM ATB ATB C-2.10 10/18/2019 2:23 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-EROSION CONTROL.DWG WATER DIVERSION CHANNEL MUD MATS SUPPORT LOG 12" Ø MIN. FILTER FABRIC CLASS B STONE NOTE: 1.CONSTRUCT WETLAND CROSSING WHEN FLOW IS AT NORMAL BASEFLOW. 2.MINIMIZE CLEARING AND EXCAVATION OF WETLAND BANKS. DO NOT EXCAVATE CHANNEL BOTTOM. 3.INSTALL WETLAND CROSSING PERPENDICULAR TO THE FLOW. 4.MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL. 5.STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE MUD MAT. 6.CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT UTILIZED. 3' 3' MUD MAT CROSSING NOT TO SCALE CATCH INLET PROTECTION NOT TO SCALE SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCA O L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 EROSION CONTROL DETAILS N/A FJM ATB ATB C-2.11 10/18/2019 2:23 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-EROSION CONTROL.DWG 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 OF THE WIRE MESH UNDER THE 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 ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6.COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. 4' MAX. 2' 16" MIN. NCDOT #5 OR #57 WASHED STONE FILTERED WATER 2' 3' 2: 1 NCDOT #5 OR #57 WASHED STONE 19-GAUGE HARDWARE CLOTH (1 4" MESH OPENINGS) NOTE: CONTRACTOR MAY USE OTHER NCDENR APPROVED INLET PROTECTION DEVICES IF APPROVED BY INSPECTOR 9. PREFABRICATED SILT FENCE IS NOT ACCEPTABLE. FILTER FABRIC 8" 6. DO NOT ATTACH FABRIC TO EXISTING TREES. 2. DEPTH OF WATER BEHIND FENCE SHALL NOT EXCEED 1.5 FEET. 8. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO ENSURE ADEQUATE STORAGE 7. INSPECT FENCES WEEKLY AND AFTER RAINFALL EVENTS. REPAIRS SHALL BE 5. IF WIRE MESH IS USED, FENCE POST SPACING MAY BE 8' MAXIMUM. 4. CONSTRUCT FENCE FROM A CONTINUOUS ROLL. JOINTS SHALL OVERLAP BY 3. FOR REINFORCEMENT OF FABRIC, USE 14 GAUGE MESH WITH 6" SPACING. 1. DRAINAGE AREA SHALL BE LESS THAN 1/4 ACRE PER 100 FEET OF FENCE. 4' MINIMUM. VOLUMES. MADE IMMEDIATELY. 4' MAX. 1.5' MAX. SLOPE FENCE IS APPLICABLE SLOPE FOR WHICH SEDIMENT MAXIMUM SLOPE LENGTH AND COMPACTED FILL SLOPE LENGTH (ft.) 15 25 50 75 100 >20% <2% 10 TO 20% 5 TO 10% 2 TO 5% SPECIFICATIONS FOR SEDIMENT FENCE FABRIC 85% (MIN.) REQUIREMENTS 30 LB./LIN. INCH (MIN.) STANDARD STRENGTH- 50 LB./LIN.IN (MIN.) EXTRA STRENGTH- 0.3 GAL/SQ. FT/MIN (MIN.) PHYSICAL PROPERTY 20% (MAX.) ELONGATION TENSILE STRENGTH AT FILTERING EFFICIENCY SLURRY FLOW RATE GENERAL NOTES: WIRE 4" OR BURIED OR DRIVEN TO 1.33 LB/LF STEEL POST BURIED DEPTH OF 18" IN THE GROUND BE SEEDED IMMEDIATELY AFTER THE FLOOR OF THE BASIN IN THE THE APPROVED PLAN. AND VERTICALLY TO ATTACH THE INTO SOLID GROUND. 1. FILTER FABRIC TO THE WIRE FENCE. 4. 3. 2. GENERAL NOTES: DRIVE 5' STEEL POST AT LEAST 24" USE STAPLES 1' APART HORIZONTALLY SPACE THE BAFFLES ACCORDING TO THE BASIN IS CONSTRUCTED. OUTLET ZONE AND BERMS SHOULD NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical: (a)This General Permit as well as the Certificate of Coverage, after it is received. (b)Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1.Occurrences that Must be Reported Permittees shall report the following occurrences: (a)Visible sediment deposition in a stream or wetland. (b)Oil spills if: ·They are 25 gallons or more, ·They are less than 25 gallons but cannot be cleaned up within 24 hours, ·They cause sheen on surface waters (regardless of volume), or ·They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (d)Anticipated bypasses and unanticipated bypasses. (e)Noncompliance with the conditions of this permit that may endanger health or the environment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368. 3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3.Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4.Provide ponding area for containment of treated Stormwater before discharging offsite. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures. HAZARDOUS AND TOXIC WASTE 1.Create designated hazardous waste collection areas on-site. 2.Place hazardous waste containers under cover or in secondary containment. 3.Do not store hazardous chemicals, drums or bagged materials directly on the ground. EQUIPMENT AND VEHICLE MAINTENANCE 1.Maintain vehicles and equipment to prevent discharge of fluids. 2.Provide drip pans under any stored equipment. 3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5.Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1.Never bury or burn waste. Place litter and debris in approved waste containers. 2.Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5.Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6.Anchor all lightweight items in waste containers during times of high winds. 7.Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8.Dispose waste off-site at an approved disposal facility. 9.On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1.Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2.Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3.Contain liquid wastes in a controlled area. 4.Containment must be labeled, sized and placed appropriately for the needs of site. 5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2.Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4.Do not stockpile these materials onsite. CONCRETE WASHOUTS 1.Do not discharge concrete or cement slurry from the site. 2.Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3.Provide stable stone access point when feasible. 4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope Stabilize within this many calendar days after ceasing land disturbance 7 7 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake WatershedDRIP LINEPLAN VIEW OF ROOT ZONE 3'-0"3'-0"SEE APPROVED LANDSCAPE PLAN FOR REQUIRED RADIUS OF TREE BARRIER NOTES: 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES. 3. PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON APPROVED PLANS AS BEING RETAINED TO MEET THE REQUIREMENTS OF THE ARTICLE ARE PROTECTED DURING THE CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR INJURY. 4. BEFORE ANY EXCAVATION TAKES PLACE ON THE SUBJECT SITE, A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICIENT TO PUT ON NOTICE ALL CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIPLINE OF SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR. TREE LIMB REMOVAL FOR PRUNING SEE INTERNATIONAL SOCIETY OF ARBORICULTURE SPECS. DEAD TREES AND SCRUB OR UNDER GROWTH SHALL BE CUT FLUSH WITH ADJACENT GRADE. NO GRUBBING ALLOWED UNDER DRIP LINE. 2"x4" STANDARDS + 1"x4" RAILS OR ORANGE SAFETY FENCING MAY BE USED. 6" BARK MULCH, PLACE BARK MULCH AT AREAS NOT PROTECTED BY BARRIER. BARRIER LOCATED AROUND THE DRIP LINEDRIP LINE SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCA O L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 EROSION CONTROL DETAILS N/A FJM ATB ATB C-2.12 10/18/2019 2:23 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-EROSION CONTROL.DWG CROSS SECTION GENERAL NOTES: 1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. 1'-6" MIN. CLASS B RIP RAP # 5 WASHED STONE FLOW 2. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR CHANNELS TO SLOW VELOCITY OR TO CREATE SEDIMENT TRAPS. MAXIMUM SPACING 3.ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE DOWNSTREAM DAM (SEE DIAGRAM BELOW). A B A AND B ARE AT EQUAL ELEVATIONS 2' MAXAT CENTER 2 1 4' TO 6' 9" MIN. FILTER CLOTH 1'-6" MIN. PLAN DATA BLOCK SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCA O L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 EROSION CONTROL DETAILS N/A FJM ATB ATB C-2.13 10/18/2019 2:23 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-EROSION CONTROL.DWG R/WR/WR/WR/WR/WR/WR/W R /WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W 302 . SIG R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/WR/W R /W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WSDESDESDESDESDE SDESDE SDE SDESDE SDESDESDES D E SDE SD E SDESDESDESDESDESDESDES D E SDESDE SDE SDESDESDESDESD E SDESDESDESDESDESDE WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 OVERALL SITE PLAN N/A FJM ATB ATB C-3.0 10/18/2019 2:19 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SITE.DWG 0 1"=200' 100'200'400' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL DEVELOPMENT SUMMARY PROJECT PARCELS AREA: 97.22 AC R/W PROPOSED AREA:10.53 AC DEVELOPMENT AREA:77.30 AC JURISDICTION:UNION COUNTY EXISTING ZONING: R-6 CZ NUMBER OF LOTS PROPOSED: 225 MAX # OF LOTS ALLOWED:77.30 AC / 4,000 SF = 842 LOTS PROPOSED DENSITY:2.57 UNITS/AC (GROSS) CONSTRUCTION SCHEDULE: APPROVALS:JULY 2019 BEGIN CONSTRUCTION:SEPTEMBER 2019 COMPLETED INFRASTRUCTURE:DECEMBER 2020 FULL BUILD-OUT:DECEMBER 2021 SUPPLEMENTAL REGULATIONS: MINIMUM LOT SIZE: 4,951 SF MAXIMUM LOT SIZE:13,236 SF MINIMUM LOT WIDTH REQUIRED:35 FEET MINIMUM LOT WIDTH PROPOSED: 43 FEET TYPICAL LOT WIDTH PROPOSED:±43 FEET AND ±53 FEET FRONT YARD SETBACK: 20 FEET SIDE YARD SETBACK: 5 FEET REAR YARD SETBACK: 25 FEET BUILDING HEIGHT: 50 FEET MAXIMUM AVERAGE LOT SIZE:±6,537.76 SF OPEN SPACE REQUIREMENTS: PROVIDED:1,890,755 SQ FT/ 43.41 AC % IN 100YR FLOODPLAIN:3.23 AC (7.44%) MINIMUM STREET EXITS:2 REQUIRED/3 PROVIDED STORM WATER MANAGEMENT:PROPOSED PONDS TO BE UTILIZED FOR DETENTION. DEVELOPER TO PURSUE A HIGH DENSITY WATER QUALITY TREATMENT STRATEGY PER NCDEQ STREETS:VALLEY CURB AND GUTTER FOR LOCAL ROADS; ALL ROADS TO BE NCDOT MAINTAINED SIDEWALKS REQUIRED:BOTH SIDES REQUIRED FOR LOCAL ROADS VICINITY MAP - NTS NOTE ANY WELLS OR ON-SITE WASTEWATER DISPOSAL SYSTEMS DISCOVERED DURING THE CONSTRUCTION PROCESS WILL BE ABANDONED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA LAWS AND RULES AFTER CONTACTING UNION COUNTY ENVIRONMENTAL HEALTH TO OBTAIN NECESSARY PERMITS. SITE WEDDING TON RD GOLDMI N E R D AIRPORT R D 180 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 27 26 25 24 50 51 52 53 54 55 56 57 58 59 60 61 41 42 43 44 45 46 47 48 49 28 29 30 31 32 33 34 35 36 37 38 39 40 62 63 64 65 66 67 68 69 70 71 72 75 74 73 76 77 78 79 80 81 82 83 84 85 86 87 88 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 143 142 141 140 139 138 137 136 135 134 133 132 131 130 129 128 127 126 159 158 157 156 155 154 153 152 151 150 149 148 147 146 145 144 92 91 90 89 179 178 177 176 175 174 173 172 171 170 169 168 167 166 165 164 163 162 161 160 125 124 123 122 121 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 212 213 214 215216 217 181 225 224 223 222 221 220 219 218 211 210 209 208 207 206 205 204 203 EXISTING POND MATC H LI N E - C-3.2 MATC H LI N E - C-3.3 PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT 1.14 AC FIRE DEPT FUTURE DEVELOPMENT EXISTING WETLAND WESLEY PARK PLAT CAB. H, FILE 597 VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 VILLAGES OF WESLEY CHAPEL, MAP 2 P.C. H, FILE 539 ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615 JOHNS FOREST L A N E BOBBY TYSON BK. 5056, PG. 620 TAX PIN: 06-003-014 NOW OR FORMERLY PAUL HOWIE, JR. BK. 289, PG. 068 TAX PIN: 06-003-013 NOW OR FORMERLY JERRY R. HELMS TAX PIN: 06-003-011 NOW OR FORMERLY LEROY ADAMS BK. 191, PG. 704 TAX PIN: 06-003-012 NOW OR FORMERLY HALDENBY HOLDINGS, LLC BK. 5126, PG. 651 TAX PIN: 06-003-015 NOW OR FORMERLY DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011E NOW OR FORMERLY PROPERTY BOUNDARY (TYP) STREAM BUFFER (TYP) PROP BMP PROP BMP PROP BMP OWNER INFORMATION PID #: 09402011C LANDOWNERS:MONROE TOWNSHIP FARMS LLC P.O. BOX 429 MONROE, NC 28111 EMAIL: FRANKLINHOWEY@AOL.COM DEVELOPER:CENTURY COMMUNITIES SOUTHEAST, LLC 7500 CARMEL EXECUTIVE PARK DRIVE SUITE 205 CHARLOTTE NC, 282269 CONTACT PERSON: ANDREW ROUZER EMAIL: ANDREW.ROUZER@CENTURYCOMMUNITIES.COM CIVIL ENGINEER:LANDDESIGN, INC. 223 NORTH GRAHAM ST. CHARLOTTE, NC 28202 PHONE: 704-333-0325 CONTACT PERSON: FRANK MCMAHAN EMAIL: FMCMAHAN@LANDDESIGN.COM LANDSCAPE ARCHITECT:LANDDESIGN, INC. 223 NORTH GRAHAM ST. CHARLOTTE, NC 28202 PHONE: 704-333-0325 CONTACT PERSON: SHAUN TOOLEY EMAIL: STOOLEY@LANDDESIGN.COM MATCHLINE - C-3.1MATCHLINE - C-3.2MATC H LI N E - C-3.3 MATC H LI N E - C-3.4 VILLAGES OF WESLEY CHAPEL, HOMEOWNERS ASSOCIATION BK. 4519, PG. 061 TAX PIN: 09-402-553 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY EXIST. RIGHT OF WAY (TYP) EXIST. PROPERTY LINE (TYP). EXISTING RIGHT OF WAY (TYP) EXIST. PROPERTY LINE (TYP). WE D D I N G T O N R O A D N C H W Y 8 4 FU T U R E 1 0 0 ' P U B L I C R / W AIRPO R T R O A D S R # 1 3 4 9 60' PU B L I C R / W FLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. FLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE MONROE TOWNSHIP FARMS LLC BK. 5905, PG. 571 TAX PIN: 09-402-011C NOW OR FORMERLY 10' X 70' SIGHT TRIANGLE (TYP) PROP BMP PROPOSED HAMMERHEAD/FIRE TRUCK TURN AROUND TO BE REMOVED WHEN FUTURE DEVELOPMENT NEIGHBORING SITE IS CONSTRUCTED. ROADWAY TO SERVE AS CONNECTOR TO NEIGHBORING DEVELOPMENT. DEVELOPER MUST PERMIT CONSTRUCTION OF CONNECTOR ROADWAY WHEN NEIGHBORING SITE IS CONSTRUCTED. SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE4 6,360 sq.ft 11 6,360 sq.ft 12 6,360 sq.ft 14 6,952 sq.ft 15 6,363 sq.ft 20 6,360 sq.ft 22 6,360 sq.ft 21 6,360 sq.ft 28 6,360 sq.ft 9 6,611 sq.ft 13 6,360 sq.ft 38 7,486 sq.ft 41 6,360 sq.ft 43 6,360 sq.ft 19 6,360 sq.ft 45 6,360 sq.ft 24 8,609 sq.ft 25 8,448 sq.ft 47 6,360 sq.ft 49 6,360 sq.ft 50 7,532 sq.ft 54 6,360 sq.ft 57 6,360 sq.ft 34 6,360 sq.ft 32 6,360 sq.ft 31 6,360 sq.ft 55 6,360 sq.ft 35 6,360 sq.ft 36 6,360 sq.ft 42 6,360 sq.ft 64 8,009 sq.ft 62 7,533 sq.ft 63 7,812 sq.ft 44 6,360 sq.ft 46 6,360 sq.ft 48 6,360 sq.ft 53 6,360 sq.ft 90 5,160 sq.ft 56 6,360 sq.ft 59 6,360 sq.ft 2 6,360 sq.ft 3 6,360 sq.ft 58 6,360 sq.ft 60 6,360 sq.ft 1 6,360 sq.ft 8 6,360 sq.ft 6 6,360 sq.ft 5 6,360 sq.ft 66 8,297 sq.ft 7 6,360 sq.ft 10 6,591 sq.ft 67 6,360 sq.ft 65 8,206 sq.ft 68 6,360 sq.ft 16 6,360 sq.ft 17 6,360 sq.ft 69 6,360 sq.ft 70 6,360 sq.ft 18 6,360 sq.ft 23 6,812 sq.ft 26 8,175 sq.ft 27 7,822 sq.ft 29 6,360 sq.ft 30 6,360 sq.ft 37 7,220 sq.ft 39 7,667 sq.ft 33 6,360 sq.ft 40 7,742 sq.ft 91 5,160 sq.ft 92 5,269 sq.ft 51 6,360 sq.ft 52 6,360 sq.ft 61 6,360 sq.ft 71 6,360 sq.ft 74 7,525 sq.ft 72 6,360 sq.ft 75 6,403 sq.ft 73 6,792 sq.ft 76 6,360 sq.ft 179 5,160 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUE77 6,360 sq.ftSUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE 180 5,160 sq.ft SUESUESUESUESUESUESUE 79 6,360 sq.ft 80 6,360 sq.ft 81 6,360 sq.ft 82 6,360 sq.ft 83 6,360 sq.ft 84 6,360 sq.ft 85 6,360 sq.ft 86 6,360 sq.ft 87 6,360 sq.ft 88 6,360 sq.ft 93 5,160 sq.ft 94 5,160 sq.ft 95 5,160 sq.ft 96 5,160 sq.ft 97 5,161 sq.ft 98 5,193 sq.ft 99 6,273 sq.ft 89 5,161 sq.ft 143 4,951 sq.ft SUE SUE SUE SUESUESUESUESUESUESUESUE79 80 81 82 83 84 85 86 87 88 93 94 95 96 97 98 99 89 143 77 180 179 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 90 91 92 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 21 22 23 24252627 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 78 8,245 sq.ft 78 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/W R/W R/W R/W R/W N18° 05' 09.7"E1103.38'S74° 48' 05.4"E 1005.51'N18° 05' 09.7"E799.57'S67° 34' 13.9"E 482.86'N18° 05' 09.7"E533.01'S12° 46' 28.9"W182.49'R=230.00'L=173.30' S69° 17' 36.5"E 219.61'SDESDESDESDESDE SDE SDE SDE SDESDESDESDESDESDESDESDESDESDE SDESDESDESDESD E SD E SDE SDESDESDE SDESDESDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SD E SDE SDES D E 53' 125' 2'-0" VC&G 7' PLANTING STRIP 5' SIDEWALK 5' SIDE YARDR.O.W. LINE5' SIDE YARD25' REAR YARD 20' FRONT YARD 43' 125' 2'-0" VC&G 7' PLANTING STRIP 5' SIDEWALK 5' SIDE YARDR.O.W. LINE5' SIDE YARD25' REAR YARD 20' FRONT YARD 80' 43' 80' 33' 53' 135' 2'-0" VC&G 7' PLANTING STRIP 5' SIDEWALK 5' SIDE YARDR.O.W. LINE5' SIDE YARD25' REAR YARD 20' FRONT YARD 90' 43' WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 SITE PLAN N/A FJM ATB ATB C-3.1 10/18/2019 2:19 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SITE.DWG 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL TYPICAL LOT PLAN SCALE: 1"= 50' MATCHLINE - C-3.2MARKFIELDLANE40' PUBLIC R/WPROPOSED BMP EXISTING WETLAND/OPEN SPACE EX WETLAND/OPEN SPACE 5' SIDE YARD NOTE REFER TO SHEET C-1.0 FOR ADDITIONAL ADJACENT PROPERTY OWNER INFORMATION. PROPERTY BOUNDARY (TYP)WALKERS RUNDRIVEVARIABLE WIDTHPUBLIC R/WWEDDINGTON POINTE DRIVE 50' PUBLIC R/W ROAD CENTERLINE (TYP) PROP. 2' VALLEY CURB (TYP) PROP. 4' PLANTING STRIP (TYP.) PROP. 5' SIDEWALK (TYP.) PROP. 2' VALLEY CURB (TYP) PROP. 4' PLANTING STRIP (TYP) PROP. 5' SIDEWALK (TYP) PROP. RIGHT OF WAY (TYP)PENWOODPLACE40' PUBLIC R/WFOXCROFT DRIVE 40' PUBLIC R/W 5' SIDE YARD (TYP.) STOP BAR (TYP.) STOP SIGN (TYP.) 5' SIDE YARD (TYP.) 32' E/E (TYP.) 36' B/B (TYP.) ACCESSIBLE RAMP (TYP.) REFER TO OFFSITE ROADWAY IMPROVEMENTS CH. 9 PROP. SEGMENTAL OR CAST-IN-PLACE RETAINING WALL WITH HANDRAIL TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY LICENSED STRUCTURAL PROFESSIONAL ENGINEER.WALKERS RUN DRIVEVARIABLE WIDTH PUBLIC R/WPROP. SEGMENTAL OR CAST-IN-PLACE RETAINING WALL WITH HANDRAIL TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY LICENSED STRUCTURAL PROFESSIONAL ENGINEER PROP. SAFETY RAILING (TYP) EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PORTERS LANE 40' PUBLIC R/W WEDDINGTO N R O A D N C H W Y 8 4 FUTURE 100' P U B L I C R / W AIRPORT R O A D S R # 1 3 4 9 60' PUBLI C R / W PROP. STORM DRAINAGE EASEMENT (TYP) 25' BACK YARD 20' FRONT YARD 25' BACK YARD20' FRONT YARDPROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK 10' X 70' SIGHT TRIANGLE (TYP) R30' R30' R30' R30'R30' R30' R30' R30' R30'R30' R30' R30' R35' R35' R30'R30' R30' PROP. CLUSTER MAILBOXES (6 16-UNIT MAILBOXES) 20' SANITARY SEWER EASEMENT PROPOSED HAMMERHEAD/FIRE TRUCK TURN AROUND TO BE REMOVED WHEN FUTURE DEVELOPMENT NEIGHBORING SITE IS CONSTRUCTED. ROADWAY TO SERVE AS CONNECTOR TO NEIGHBORING DEVELOPMENT. DEVELOPER MUST PERMIT CONSTRUCTION OF CONNECTOR ROADWAY WHEN NEIGHBORING SITE IS CONSTRUCTED. 12.50' EX. R/W TO BE ABANDONED PROP. R/W PROP. 5' CONCRETE SIDEWALK. CONTRACTOR TO INSTALL MATCHING EXISTING GRADE WITH A MAXIMUM 2% CROSS SLOPE. CONTRACTOR TO STOP SIDEWALK INSTALLATION WHERE WEDDINGTON ROAD IS A HIGHER ELEVATION THEN THE PROPOSED SIDEWALK LOCATION. 40' R/W 40' R/W 26' B/B (TYP) 22' E/E (TYP) 50' R/W 40' R/W PROP. SEGMENTAL OR CAST-IN-PLACE RETAINING WALL WITH HANDRAIL TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY LICENSED STRUCTURAL PROFESSIONAL ENGINEER. R30' PROP. SUBDIVISION SIGNAGE (TYP) PROP. SAFETY RAIL (TYP.) R35' PROPOSED RIGHT OF WAY TO EXTEND TO NEIGHBORING PROPERTY FOR FUTURE ROAD CONNECTION. PROPOSED RIGHT OF WAY TO EXTEND TO NEIGHBORING PROPERTY FOR FUTURE ROAD CONNECTION. SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUES U E SUESUESUESUESUESUESUESUESUE90 5,160 sq.ft 6,360 sq.ft 70 6,360 sq.ft 122 6,212 sq.ft 91 5,160 sq.ft 92 5,269 sq.ft 124 6,760 sq.ft 125 6,910 sq.ft 6,360 sq.ft 129 5,160 sq.ft 71 6,360 sq.ft 140 5,160 sq.ft 74 7,525 sq.ft 72 6,360 sq.ft 75 6,403 sq.ft 73 6,792 sq.ft 76 6,360 sq.ft 127 5,160 sq.ft 149 5,160 sq.ft 131 5,160 sq.ft 134 5,160 sq.ft 136 5,160 sq.ft 147 5,160 sq.ft 170 5,479 sq.ft 146 5,160 sq.ft 148 5,160 sq.ft 123 6,486 sq.ft 126 5,160 sq.ft 153 5,160 sq.ft 128 5,160 sq.ft 155 5,160 sq.ft 130 5,160 sq.ft 157 5,160 sq.ft 133 5,160 sq.ft 132 5,160 sq.ft 138 5,160 sq.ft 135 5,160 sq.ft 137 5,160 sq.ft 139 5,160 sq.ft 145 5,160 sq.ft 150 5,160 sq.ft 151 5,160 sq.ft 152 5,160 sq.ft 154 5,160 sq.ft 156 5,160 sq.ft 158 5,160 sq.ft 159 5,160 sq.ft 160 5,432 sq.ft 175 5,160 sq.ft 176 5,160 sq.ft 177 5,160 sq.ft 178 5,160 sq.ft 179 5,160 sq.ft 77 6,360 sq.ft 163 8,900 sq.ft SUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE 172 5,160 sq.ft 167 7,024 sq.ft 161 5,217 sq.ft 165 9,780 sq.ft 162 5,726 sq.ft 166 9,732 sq.ft 164 12,349 sq.ft 169 5,168 sq.ft 168 5,639 sq.ft 180 5,160 sq.ft 171 5,436 sq.ft 174 5,160 sq.ft 173 5,160 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUES U E SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE 93 5,160 sq.ft 94 5,160 sq.ft 95 5,160 sq.ft 96 5,160 sq.ft 104 5,160 sq.ft 105 5,160 sq.ft 106 5,160 sq.ft 107 5,160 sq.ft 108 5,160 sq.ft 109 5,160 sq.ft 110 5,160 sq.ft 113 5,160 sq.ft 118 5,160 sq.ft 111 5,160 sq.ft 119 5,160 sq.ft 112 5,160 sq.ft 115 5,160 sq.ft 114 5,160 sq.ft 117 5,160 sq.ft 116 5,160 sq.ft 120 5,160 sq.ft 142 5,160 sq.ft 141 5,160 sq.ft 97 5,161 sq.ft 98 5,193 sq.ft 99 6,273 sq.ft 100 8,195 sq.ft 101 6,802 sq.ft 102 5,195 sq.ft 103 5,161 sq.ft 89 5,161 sq.ft 143 4,951 sq.ft 144 5,152 sq.ft 121 5,866 sq.ft 93 94 95 96 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 141 142 97 98 99 100 101 102 103 89 143 144 121 77 161 162 163 164 165 166 167 168 169 180 171 172 173 174 152 153 154 155 156 157 158 159 160 170 175 176 177 178 179 70 71 72 73 74 75 76 90 91 92 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 145 146 147 148 149 150 151 R/WR/WR/W R/W R/W R/W R/W R/W R/W R/WR/WR/W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R =3 1 0 .0 0 ' L =2 4 0 .2 6 ' S30° 2 3 ' 4 5 . 3 " E 873.4 6 'S52° 49' 16.8"W363.60'R=310.00'L=103.55'S71° 57' 37.6"W18.80'R=310.00'L=197.98'S35° 22' 05.5"W27.72'N18° 05 ' 09 .7 "E533.01 'S12° 46 ' 28 .9 "W182.49 ' R = 2 3 0.0 0' L = 17 3.3 0' S30° 2 3 ' 4 5 . 3 " E 843.3 7 'N55° 38' 22.9"E141.65'SDESDESDESDESDESDESD E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDESDESDESDESDES D E S D E S D E S D E S D E S D E S D E S D E S D E S D E SDE SDE SDE S D E S D E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDE SDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDES D E SDE SDE SDE53' 125' 2'-0" VC&G 7' PLANTING STRIP 5' SIDEWALK 5' SIDE YARDR.O.W. LINE5' SIDE YARD25' REAR YARD 20' FRONT YARD 43' 125' 2'-0" VC&G 7' PLANTING STRIP 5' SIDEWALK 5' SIDE YARDR.O.W. LINE5' SIDE YARD25' REAR YARD 20' FRONT YARD 80' 43' 80' 33' 53' 135' 2'-0" VC&G 7' PLANTING STRIP 5' SIDEWALK 5' SIDE YARDR.O.W. LINE5' SIDE YARD25' REAR YARD 20' FRONT YARD 90' 43' WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 SITE PLAN N/A FJM ATB ATB C-3.2 10/18/2019 2:19 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SITE.DWG 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALWEDDINGTONPOINTE DRIVE50' PUBLIC R/WEAST C O T T AVEN U E 40' PU B L I C R / W PROPOSED BMPMATCH L INE - C- 3 . 1 NOTE REFER TO SHEET C-1.0 FOR ADDITIONAL ADJACENT PROPERTY OWNER INFORMATION.MATCHLINE - C-3.340' P U B L I C R / W WED D I N G T O N P O I N T E D R I V E 50' P U B L I C R / W STOP BAR (TYP) STOP SIGN (TYP) STOP BAR (TYP) STOP SIGN (TYP) PROPERTY BOUNDARY (TYP) PROP. RIGHT OF WAY (TYP) 5' SIDE YARD (TYP) EX. PROPERTY LINE (TYP) ROAD CENTERLINE (TYP) PROP. 4' PLANTING STRIP (TYP) PROP. 2' VALLEY CURB AND GUTTER (TYP) PROP. 5' SIDEWALK (TYP) 22' E/E 26' B/B 40' R/W 20' FR O N T Y A R D 25' BA C K Y A R D 20' F R O N T Y A R D 20' FRONT YARD25' BACK YARDPROPOSED BMP PROPOSED BMP PROP. SIDEWALK/UTILITY EASEMENT (TYP) 32' E/E 50' R/W 36' B/B TYPICAL LOT PLAN SCALE: 1"= 50' MAYLEN TRACE40' PUBLIC R/WPROP. SAFETY RAILING (TYP) PROP. STUB OUT FOR FUTURE AMENITY AREA, REFER TO DEAD END STREET BARRICADE DETAIL SHEET C-3.8 PROP. RIGHT OF WAY (TYP) WEDDINGTON R O A D N C H W Y 8 4 FUTURE 100' PU B L I C R / W REFER TO OFFSITE ROADWAY IMPROVEMENTS CH. 9 AIRP O R T R O A D S R # 1 3 4 9 60' P U B LI C R/ W PROP. STORM DRAINAGE EASEMENT (TYP) SEWER EASEMENT (TYP) VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 WESLEY PARK PLAT CAB. H, FILE 597 EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PROP. SIDEWALK 10' X 70' SIGHT TRIANGLE (TYP) R30' R30' R241' R30' R35' R35' R30' R30' R326' R326' R30' R30' R35' R30' R35' PROP. 5' CONCRETE SIDEWALK. CONTRACTOR TO INSTALL WITH A MAXIMUM 2% CROSS SLOPE. CONTRACTOR TO STOP SIDEWALK INSTALLATION WHERE WEDDINGTON ROAD IS A HIGHER ELEVATION THEN THE PROPOSED SIDEWALK LOCATION. REFER TO CHAPTER 9 CROSS SECTIONS FOR GRADING INFORMATION WITHIN ROADWAY IMPROVEMENT LIMITS. 12.50' EX. R/W TO BE ABANDONED PROP. R/W PROP. CLUSTER MAILBOXES (6 16-UNIT MAILBOXES) 50' R/W ACCESSIBLE RAMP (TYP.) R30' R30' PROP. SUBDIVISION SIGNAGE (TYP)10' X 70' SIGHT TRIANGLE (TYP) SUESUESUESUESUESUESUESUE122 6,212 sq.ft 124 6,760 sq.ft 125 6,910 sq.ft 123 6,486 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUE SUES U E SUE SUE SUE SUE SUE SUESUESUESUESUESUESUE SUESUESUESUESUE SUE SUE SUE SUESUESUESUESUESUESUE SUE 119 5,160 sq.ft 120 5,160 sq.ft 7,166 sq.ft185 7,355 sq.ft186 7,418 sq.ft187 7,336 sq.ft188 7,186 sq.ft 194 8,753 sq.ft 195 9,209 sq.ft 196 11,721 sq.ft 197 10,514 sq.ft 198 11,106 sq.ft 121 5,866 sq.ft 189 7,155 sq.ft 190 8,023 sq.ft 191 7,203 sq.ft 192 7,428 sq.ft 193 7,798 sq.ft 201 7,151 sq.ft 200 7,616 sq.ft 199 8,587 sq.ft 119 120 185 186 187 188 194 195 196 197 198 121 189190 191 192 193 201 200 199 122 123 124 125 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W S52° 49' 16.8"W363.60'R=310.00'L=103.55'S71° 57' 37.6"W18.80'R=310.00'L=197.98'S35° 22' 05.5"W27.72'S 0 4 ° 0 6 ' 3 5 . 9 " E 5 7 . 7 4 ' R=230.00' L=156.18' S43° 00' 55.9"E 35.39' R =3 0 0 .0 0 ' L =8 0 .2 3 'S58° 20' 2 0 . 3 " E 89.57' R =3 0 0 .0 0 ' L =8 0 .2 3 'SDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDESDESDE SDE SDE SDE SDE SDE SDESD E SD E SD E SD E SDESDE SDESDESDESDESDESDESDESDE SDE SDE SDE SDE SD E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE53' 125' 2'-0" VC&G 7' PLANTING STRIP 5' SIDEWALK 5' SIDE YARDR.O.W. LINE5' SIDE YARD25' REAR YARD 20' FRONT YARD 43' 125' 2'-0" VC&G 7' PLANTING STRIP 5' SIDEWALK 5' SIDE YARDR.O.W. LINE5' SIDE YARD25' REAR YARD 20' FRONT YARD 80' 43' 80' 33' 53' 135' 2'-0" VC&G 7' PLANTING STRIP 5' SIDEWALK 5' SIDE YARDR.O.W. LINE5' SIDE YARD25' REAR YARD 20' FRONT YARD 90' 43' WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 SITE PLAN N/A FJM ATB ATB C-3.3 10/18/2019 2:19 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SITE.DWG 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL NOTE REFER TO SHEET C-1.0 FOR ADDITIONAL ADJACENT PROPERTY OWNER INFORMATION.MATCHLINE - C-3.4MATCHLINE - C-3.2PROPOSED BMP 5' SIDE YARD (TYP) PROP. 5' SIDEWALK (TYP) PROP. 4' PLANTING STRIP (TYP) PROP. 2' VALLEY CURB AND GUTTER (TYP) ROAD CENTERLINE (TYP) PROJECT BOUNDARY (TYP) PROPOSED BMP 25' BACK YARD 20' F R O N T Y A R D PROP. SIDEWALK/UTILITY EASEMENT (TYP) REFER TO OFFSITE ROADWAY IMPROVEMENTS CH. 9 22' E/E 40' R/W 26' B/B YE A R D E N L A N E 40' P U B L I C R / W TYPICAL LOT PLAN SCALE: 1"= 50' EXISTING POND/OPEN SPACE WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC R/W SEWER EASEMENT (TYP) STREAM BUFFER (TYP) PERENNIAL STREAM (TYP) INTERMITTENT STREAM (TYP) PROP. STORM DRAINAGE EASEMENT (TYP) VILLAGES OF WESLEY CHAPEL, MAP 2 P.C. H, FILE 539 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PROP. SIDEWALK EX. STREAM BUFFER (TYP) 10' X 70' SIGHT TRIANGLE (TYP) R35' R30' R30' R30' R30' R30' R30' 12.50' EX. R/W TO BE ABANDONED PROP. R/W PROP. CLUSTER MAILBOXES (3 16-UNIT MAILBOXES) PROP. SEGMENTAL OR CAST-IN-PLACE RETAINING WALL WITH HANDRAIL TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY LICENSED STRUCTURAL PROFESSIONAL ENGINEER. R35' PROP. 5' CONCRETE SIDEWALK. CONTRACTOR TO INSTALL WITH A MAXIMUM 2% CROSS SLOPE. CONTRACTOR TO STOP SIDEWALK INSTALLATION WHERE WEDDINGTON ROAD IS A HIGHER ELEVATION THEN THE PROPOSED SIDEWALK LOCATION. REFER TO CHAPTER 9 CROSS SECTIONS FOR GRADING INFORMATION WITHIN ROADWAY IMPROVEMENT LIMITS. SUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUE181 8,530 sq.ft 182 7,155 sq.ft 183 7,155 sq.ft 184 7,166 sq.ft185 7,355 sq.ft186 7,418 sq.ft187 7,336 sq.ft188 7,186 sq.ft 202 7,155 sq.ft 203 7,155 sq.ft 204 7,155 sq.ft 205 7,155 sq.ft 206 7,155 sq.ft 207 7,155 sq.ft 208 7,155 sq.ft 209 7,155 sq.ft 210 7,155 sq.ft 211 7,300 sq.ft 212 7,867 sq.ft 213 13,236 sq.ft 214 13,121 sq.ft 215 12,371 sq.ft 216 11,611 sq.ft 217 7,867 sq.ft 218 7,300 sq.ft 219 7,155 sq.ft 220 7,155 sq.ft 221 7,155 sq.ft 222 7,155 sq.ft 223 7,155 sq.ft 224 8,100 sq.ft 225 9,654 sq.ft 189 7,155 sq.ft 190 8,023 sq.ft 201 7,151 sq.ft 200 7,616 sq.ft 181182183184 185 186 187 188 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218219220221222223224225 189190 201 200 R/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/W R/W R/W R/WR/W R /W R/W 0.00' 56.18' S43° 00' 55.9"E 35.39' R =3 0 0 .0 0 'L =8 0 .2 3 ' S58° 20' 2 0 . 3 " E 89.57' R =3 0 0 .0 0 ' L =8 0 .2 3 ' S43° 00' 55.9"E 806.87'N47° 02' 29.6"E235.76'SD E SD ESDESDESDESDESDESDE 53' 125' 2'-0" VC&G 7' PLANTING STRIP 5' SIDEWALK 5' SIDE YARDR.O.W. LINE5' SIDE YARD25' REAR YARD 20' FRONT YARD 43' 125' 2'-0" VC&G 7' PLANTING STRIP 5' SIDEWALK 5' SIDE YARDR.O.W. LINE5' SIDE YARD25' REAR YARD 20' FRONT YARD 80' 43' 80' 33' 53' 135' 2'-0" VC&G 7' PLANTING STRIP 5' SIDEWALK 5' SIDE YARDR.O.W. LINE5' SIDE YARD25' REAR YARD 20' FRONT YARD 90' 43' WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 SITE PLAN N/A FJM ATB ATB C-3.4 10/18/2019 2:19 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SITE.DWG 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALGLENFORD DRIVE50' PUBLIC R/WYEARDEN LANE 40' PUBLIC R/W EXISTING POND/OPEN SPACE JOHN S F O R E S T L A N E NOTE REFER TO SHEET C-1.0 FOR ADDITIONAL ADJACENT PROPERTY OWNER INFORMATION. PROPERTY BOUNDARY (TYP) EX. PROPERTY LINE (TYP) STOP BAR (TYP) STOP SIGN (TYP) PROP. 5' SIDEWALK (TYP) PROP. 4' PLANTING STRIP (TYP) PROP. 2' VALLEY CURB AND GUTTER (TYP)MATCHLINE - C-3.3PROPERTY BOUNDARY (TYP) EX. RIGHT OF WAY (TYP) 22' E/E 40' R/W 26' B/B 36' B/B TYPICAL LOT PLAN SCALE: 1"= 50' REFER TO OFFSITE ROADWAY IMPROVEMENTS CH. 9 WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC R/W R35' R35' R35' R30'R30' R30'R30' STREAM BUFFER (TYP) PROP STORM DRAINAGE EASEMENT (TYP) ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PROP. SIDEWALK ANNABERG LANE 10' X 70' SIGHT TRIANGLE (TYP) 12.50' EX. R/W TO BE ABANDONED PROP. R/W PROP. CLUSTER MAILBOXES (3 16-UNIT MAILBOXES) 50' R/W ACCESSIBLE RAMP (TYP.) PROP. SUBDIVISION SIGNAGE (TYP) PROP. 5' CONCRETE SIDEWALK. CONTRACTOR TO INSTALL WITH A MAXIMUM 2% CROSS SLOPE. CONTRACTOR TO STOP SIDEWALK INSTALLATION WHERE WEDDINGTON ROAD IS A HIGHER ELEVATION THEN THE PROPOSED SIDEWALK LOCATION. REFER TO CHAPTER 9 CROSS SECTIONS FOR GRADING INFORMATION WITHIN ROADWAY IMPROVEMENT LIMITS. SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESU E SUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUESUESUESUESUESUESUESUESUESUESU E S U E SU E SU E SU E SU E SUESUESUESUESUESUESUESUE SUE SUE SUE SUE SU E SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUESUE SUESUER/WR/WR/WR/WR/WR/WR/W R /WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WI L L O W R U N D R I V E R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/WX X X X X X X X X X X X X X X XXXXXXXXXXXXXXXX X XXXX R/W R /W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/W WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 IMPERVIOUS AREA MAP N/A FJM ATB ATB C-3.5 10/18/2019 2:19 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-POST IMPERVIOUS.DWG 0 1"=200' 100'200'400' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL IMPERVIOUS AREA SUMMARY DEVELOPMENT AREA:77.30 AC IMPERVIOUS AREA:30.84 AC TOTAL SITE IMPERVIOUS % = 30.84 AC/ 77.30 AC = 39.9% 180 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 27 26 25 24 50 51 52 53 54 55 56 57 58 59 60 61 41 42 43 44 45 46 47 48 49 28 29 30 31 32 33 34 35 36 37 38 39 40 62 63 64 65 66 67 68 69 70 71 72 75 74 73 76 77 78 79 80 81 82 83 84 85 86 87 88 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 143 142 141 140 139 138 137 136 135 134 133 132 131 130 129 128 127 126 159 158 157 156 155 154 153 152 151 150 149 148 147 146 145 144 92 91 90 89 179 178 177 176 175 174 173 172 171 170 169 168 167 166 165 164 163 162 161 160 125 124 123 122 121 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 212 213 214 215216 217 181 225 224 223 222 221 220 219 218 211 210 209 208 207 206 205 204 203 EXISTING POND PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT 1.14 AC FIRE DEPT FUTURE DEVELOPMENT WE D D I N G T O N R O A D NC H W Y 8 4 EXISTING WETLAND AIRPO R T R O A D WESLEY PARK PLAT CAB. H, FILE 597 VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 VILLAGES OF WESLEY CHAPEL, MAP 2 P.C. H, FILE 539 ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615 JOHNS FOREST L A N E BOBBY TYSON BK. 5056, PG. 620 TAX PIN: 06-003-014 NOW OR FORMERLY PAUL HOWIE, JR. BK. 289, PG. 068 TAX PIN: 06-003-013 NOW OR FORMERLY JERRY R. HELMS TAX PIN: 06-003-011 NOW OR FORMERLY LEROY ADAMS BK. 191, PG. 704 TAX PIN: 06-003-012 NOW OR FORMERLY HALDENBY HOLDINGS, LLC BK. 5126, PG. 651 TAX PIN: 06-003-015 NOW OR FORMERLY DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011E NOW OR FORMERLY PROPERTY BOUNDARY (TYP) STREAM BUFFER (TYP) PROP BMP PROP BMP PROP BMP PROP BMP PROP BMP VILLAGES OF WESLEY CHAPEL, HOMEOWNERS ASSOCIATION BK. 4519, PG. 061 TAX PIN: 09-402-553 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY IMPERVIOUS AREA PER LOT EACH LOT'S IMPERVIOUS AREA SHALL NOT BE GREATER THAN 70% OF THE LOT AREA FOR EACH LOT. THIS INCLUDES (BUT NOT LIMITED TO) THE FOLLOW: ·HOUSE ·DRIVEWAY ·SIDEWALKS ·POOL ·PATIO/DECK ·COURTS 4' WALKING TRAIL FLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. FLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658104.25.19LAND DEVELOPMENTSUBMITTALN RO THNARCAOLIFNRAKJ.HAMCM AN2 07.25.19LAND DEVELOPMENTSUBMITTAL310.18.19LAND DEVELOPMENTSUBMITTALWEDDINGTONPOINTECENTURY COMMUNITIESSOUTHEAST, LLC.UNION COUNTY, NC7400 CARMEL EXECUTIVE PARKDRIVE, SUITE 2051018330SITE DETAILSN/AFJMATBATBC-3.610/18/2019 2:19 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-SITE.DWG4'-0"6'-0"6'-0"CURBSIONSEXP. JOINTEXP. JOINTFRONT OF WALKBACK OF WALKFACE OF CURBFLOWLINEGUTTER LIPBACK OF CURBSIDEWALKPLAN VIEW-DIAGONAL RAMP WITH PLANTING STRIPB DABABD SLOPE "B" 1/4"/FTSLOPE "A" 12:1SLOPE "D" 3/8"/FTPLANTING STRIPATBACKOFDIMENCONTINUE JOINT ATBACK OF CURBNOTE:TRUNCATED DOMES COLOREDACCESSIBLE RAMP WITH PLANTING STRIPNOT TO SCALE SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658104.25.19LAND DEVELOPMENTSUBMITTALN RO THNARCAOLIFNRAKJ.HAMCM AN2 07.25.19LAND DEVELOPMENTSUBMITTAL310.18.19LAND DEVELOPMENTSUBMITTAL·········++++WEDDINGTONPOINTECENTURY COMMUNITIESSOUTHEAST, LLC.UNION COUNTY, NC7400 CARMEL EXECUTIVE PARKDRIVE, SUITE 2051018330SITE DETAILSN/AFJMATBATBC-3.710/18/2019 2:20 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-SITE.DWG SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658104.25.19LAND DEVELOPMENTSUBMITTALN RO THNARCAOLIFNRAKJ.HAMCM AN2 07.25.19LAND DEVELOPMENTSUBMITTAL310.18.19LAND DEVELOPMENTSUBMITTALFUTURE THROUGH STREET.TO BE CONNECTED WHENABUTTING PROPERTYDEVELOPSCLPLANTING STRIPCONCRETE SIDEWALKASPHALT STREETCONCRETEHANDICAP RAMPNOTES:1. CONTRACTOR SHALL VERIFY POSITIVEDRAINAGE IN CURB/GUTTER AT ALLINTERSECTIONS TO AVOID PONDING WITHININTERSECTION.SIGNMUTCDSIZER1-130" x 30"WEDDINGTONPOINTECENTURY COMMUNITIESSOUTHEAST, LLC.UNION COUNTY, NC7400 CARMEL EXECUTIVE PARKDRIVE, SUITE 2051018330SITE DETAILSN/AFJMATBATBC-3.810/18/2019 2:20 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-SITE.DWG LCVALLEYCURB ANDGUTTER2'(CL TO EOP)90' STREET CLOSURE50' RIGHT-OF-WAY20' SETBACK20' SETBACK16'-0"SIDEWALKPLANTINGSTRIPVALLEYCURB ANDGUTTER2'(CL TO EOP)16'-0"4'5'32'-0" EOP TO EOP36'-0" BOC TO BOC4'5'7' SIDEWALK/UTILITY EASEMENT7' SIDEWALK/UTILITY EASEMENT2.5%2.5%2.0% MAX2.0% MAXLCVALLEYCURB ANDGUTTER2'(CL TO EOP)80' STREET CLOSURE40' RIGHT-OF-WAY20' SETBACK20' SETBACK11'-0"SIDEWALKPLANTINGSTRIPVALLEYCURB ANDGUTTER2'(CL TO EOP)11'-0"4'5'22'-0" EOP TO EOP26'-0" BOC TO BOC4'5'7' SIDEWALK/UTILITY EASEMENT7' SIDEWALK/UTILITY EASEMENT2.5%2.5%2.0% MAX2.0% MAXSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658104.25.19LAND DEVELOPMENTSUBMITTALN RO THNARCAOLIFNRAKJ.HAMCM AN2 07.25.19LAND DEVELOPMENTSUBMITTAL310.18.19LAND DEVELOPMENTSUBMITTALWEDDINGTONPOINTECENTURY COMMUNITIESSOUTHEAST, LLC.UNION COUNTY, NC7400 CARMEL EXECUTIVE PARKDRIVE, SUITE 2051018330TYPICAL STREET SECTIONSN/AFJMATBATBC-3.910/18/2019 2:20 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-SITE.DWGTYPICAL ROAD SECTION - RESIDENTIAL COLLECTORSCALE: NTSTYPICAL ROAD SECTION - RESIDENTIAL LOCALSCALE: NTSPAVEMENT SCHEDULE:·3" S9.5C TO BE PLACED IN TWO 1.5" LIFTS·10" COMPACTED ABC TO BE PLACED IN 2LIFTS. THE FIRST LIFT SHALL BE 6" ANDTHE SECOND 4".·ALL CURB AND GUTTER SHALL BEPLACED ON 6" OF COMPACTED ABC.NOTES:1.ASPHALT PAVEMENT SECTION TO BEREVIEWED AND APPROVED BYGEOTECHNICAL ENGINEER (LICENSEDP.E.) PRIOR TO CONSTRUCTION2.SURFACE COURSE TO BE INSTALLED INTWO LIFTS (1.25" EACH). FINAL LIFT TOBE INSTALLED AT COMPLETION OFPROJECT.PAVEMENT SCHEDULE:·3" S9.5C TO BE PLACED IN TWO 1.5" LIFTS·10" COMPACTED ABC TO BE PLACED IN 2LIFTS. THE FIRST LIFT SHALL BE 6" ANDTHE SECOND 4".·ALL CURB AND GUTTER SHALL BEPLACED ON 6" OF COMPACTED ABC.NOTES:1.ASPHALT PAVEMENT SECTION TO BEREVIEWED AND APPROVED BYGEOTECHNICAL ENGINEER (LICENSEDP.E.) PRIOR TO CONSTRUCTION2.SURFACE COURSE TO BE INSTALLED INTWO LIFTS (1.25" EACH). FINAL LIFT TOBE INSTALLED AT COMPLETION OFPROJECT. SUESUESUESUESUESUER/W R/W R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W SUESUESUESUER/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/W SUESUESUESUER/WR/WR/W R/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/W SUESUESUESUER/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/W SUESUESUESUESUESUER/W R/W R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W SUESUESUESUER/WR/WR/W R/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/W WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 FIRE ACCESS PLAN N/A FJM DJB DJB C-3.10 10/18/2019 2:20 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-FIRE ACCESS.DWG 0 1"= 15'30'60' 30' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC R/W AIRPORT ROAD S R # 1 3 4 9 60' PUBLIC R/W WEDDINGTON ROAD (NC HWY 84) AND GLENFORD DRIVE INTERSECTION AIRPORT ROAD (SR #1349) AND WALKERS RUN DRIVE INTERSECTION WEDDINGTON ROAD (NC HWY 84) AND WEDDINGTON POINTE DRIVE INTERSECTION SCALE: 1" = 30'SCALE: 1" = 30' SCALE: 1" = 30'GLENFORD DRIVE50' PUBLIC R/WWEDDINGTON POINTE DRIVE50' PUBLIC R/WWALKERS RUN DRIVEVARIABLE WIDTH PUBLIC R/WFIRE TRUCK TURNING MOVEMENT TEMPLATE WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC R/W WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC R/W WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC R/W AIRPORT ROAD S R # 1 3 4 9 60' PUBLIC R/W GLENFORD DRIVE50' PUBLIC R/WWEDDINGTON POINTE DRIVE50' PUBLIC R/WWALKERS RUN DRIVEVARIABLE WIDTH PUBLIC R/WSCALE: 1" = 30' SUE SUE SUE SUESUESUESUESUESUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESU E SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SU E S U E SUESUESUESUESUESUESUESUESUESUESUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUES U E SU E SUESUESUESUESUE79 80 81 82 83 84 85 86 87 88 93 94 95 96 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 141 142 97 98 99 100 101 102 103 89 143 144 121 77 161 162 163164 165 166 167 168 169 180 171 172 173 174 152 153 154 155 156 157 158 159 160 170 175 176 177 178 179 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 90 91 92 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 145 146 147 148 149 150 151 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 R /W R / W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W 78 R / W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDESDESDE SDE SDE SDESDE SDE SDESDESDESDESDESDE SDESDESDE SDESDESDESDE SDE SDESDESDESDESDESDESDESDESDESDESDE SDE SD E SDESDESDESDESDESDESDESDESDESDESDESDESDE SDE 181 182 183 184 185 186 187 188 194 195 196 197 198 202 203 204 205 206 207 208 209 210 211 212 213 214215 216 217 218 219 220 221 222 223 224 225 189 190 191 192 193 201 200 199 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/WSDESDESDESDESDESDESDESDESDE SD E SDESDESDESDESDESDESDESD E SD E SD E 0 1"=100' 50'100'200' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL EX. R/W (TYP) NOTES: 1.SEE STORM DRAINAGE PLANS CHAPTER 6 - STORM DRAINAGE FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 - GRADING FOR SITE GRADING INFORMATION. 3.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT, YARD INLETS AT FINISHED GRADE. 4.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 5.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 6.DEVELOPER WILL PROVIDE STREET SIGNS PER UNION COUNTY AND NCDOT STANDARDS. 7.IN ROLLING AND HILLY TERRAIN, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. 8.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 9.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 10.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY INSPECTOR / ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 11.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 12.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF UNION COUNTY, NCDEQ AND NCDOT STANDARDS AND SPECIFICATIONS. 13.ALL YARD INLETS SHALL BE DROP INLET TYPE - SEE DETAILS. 14.ALL RADIUS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. PROP. BMP PROP. BMP PROP. BMP SHEET C-4.2SHEET C-4.2SHE E T C-4. 1 SHE E T C-4. 3 SHE E T C-4. 7 SHEET C-4 .9SHEET C-4.4SHEET C-4.5SHE E T C-4.6SHEET C-4 .8 SHE E T C-4.9 SHEET C-4.10 SHEET C-4.11 EX. R/W (TYP) EX. R/W (TYP) EX. R/W (TYP) EX. R/W TO BE ABANDONED EX. R/W (TYP) WE D D I N G T O N R O A D N.C . HW Y 8 4 FU T U R E 1 0 0 ' P U B L I C R / W AIRP O R T R O A D S R # 1 3 4 9 60' P U B L I C R / W PROJECT BOUNDARY (TYP) PROJECT BOUNDARY (TYP) PROJECT BOUNDARY (TYP) EX. WETLANDS (TYP) EX. WETLANDS (TYP) EX. STREAM BUFFER (TYP) EX. WETLANDS (TYP) EX. POND FLOOD HAZARD AREA - ZONE AE (SHADED AREA) EX. STREAM EX. SUE (TYP) EX. STORM EASMENT (TYP) EX. SUE (TYP)AVOCET LANEEX. RETAINING WALL EX. SUE (TYP) PROP. BMP EX. EOP (TYP) WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 ROADWAY PLAN & PROFILE INDEX SHEET N/A FJM SAS ATB C-4.0 10/18/2019 2:26 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-P&P.DWG PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT 1.14 AC FIRE DEPT FUTURE DEVELOPMENT WESLEY PARK PLAT CAB. H, FILE 597 VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615WEDDINGTON ROADN.C.HWY 84FUTURE 100' PUBLIC R/WKE E L R O A D SEE INSET #1 FOR CONTINUATION SEE INSET #2 F O R C ONTI N UATI O N PROP. R/W 12.50' 12.50' EX. R/W TO BE ABANDONED PROP. R/WWALKERS RUN DRIVEMARKFIELD LANEPENWOOD PLACEPO R T E R S L A N E FO X C R O F T D R I V E WED D I N G T O N P O I N T E D R I V E WEDDINGTON PO INTE DR IVEEASTCOTT AVENUE MAY L E N T R A C E GLENFORD DRIVE YEARDEN LANE WED DI N G T O N P OI N T E D RI V E CB-18RIM: 636.0824" INVERT IN: 630.4515" INVERT IN: 631.4030" INVERT OUT: 630.45STA: 3+66.19CB-19RIM: 637.7218" INVERT IN: 632.6418" INVERT IN: 632.6424" INVERT OUT: 632.64STA: 5+85.65CB-20RIM: 639.3015" INVERT IN: 634.7518" INVERT OUT: 634.75STA: 7+96.11615 620 625 630 635 640 645 650 615 620 625 630 635 640 645 650 0+00638.29638.110+50638.31637.061+00638.04636.011+50636.56635.292+00635.26635.132+50634.39635.443+00634.10635.823+50634.26636.194+00634.74636.574+50635.00636.945+00634.90637.325+50635.17637.696+00635.56638.076+50635.71638.447+00635.59638.827+50635.90639.198+00636.10639.578+50636.22639.949+00636.47640.329+50636.80640.6910+00637.76641.0710+50638.36641.4411+00 -2.10% 0.75%PVI STA. = 0+00.00PVI ELEV = 638.11PVI STA. = 10+91.80PVI ELEV = 641.76LOW PT STA = 1+89.73 LOW PT ELEV = 635.12 PVI STA = 1+59.44 PVI ELEV = 634.77 A.D. = -2.85 K = 45.00 128.09' VC BVCS: 0+95.39BVCE: 636.11EVCS: 2+23.48EVCE: 635.2530" RCP 24" RCP 18" RCP CB-17RIM: 634.9430" INVERT IN: 629.6815" INVERT IN: 629.7230" INVERT OUT: 629.68STA: 2+12.94CB-18ARIM: 636.0815" INVERT OUT: 631.64STA: 3+66.19CB-20ARIM: 639.3015" INVERT IN: 634.9915" INVERT OUT: 634.99STA: 7+96.1115" RCP CB-20BRIM: 640.3615" INVERT OUT: 636.39STA: 9+36.64CB-19ARIM: 637.7215" INVERT IN: 633.1315" INVERT IN: 632.8818" INVERT OUT: 632.88STA: 5+85.65CB-17BRIM: 634.7715" INVERT OUT: 630.33STA: 1+77.4615" RCP CB-17ARIM: 634.9415" INVERT IN: 629.9615" INVERT OUT: 629.96STA: 2+13.62CB-19CRIM: 638.7715" INVERT OUT: 634.27STA: 7+24.64SUESUESUE SUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE4 6,360 sq.ft 11 6,360 sq.ft 12 6,360 sq.ft 6,360 sq.ft 28 6,360 sq.ft 9 6,611 sq.ft 13 6,360 sq.ft 34 6,360 sq.ft 32 6,360 sq.ft 31 6,360 sq.ft 35 6,360 sq.ft 36 6,360 sq.ft 2 6,360 sq.ft 3 6,360 sq.ft 1 6,360 sq.ft 8 6,360 sq.ft 6 6,360 sq.ft 5 6,360 sq.ft 7 6,360 sq.ft 10 6,591 sq.ft 23 6,812 sq.ft 27 7,822 sq.ft 29 6,360 sq.ft 30 6,360 sq.ft 37 7,220 sq.ft 33 6,360 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUER/WR/WR/W78 8,245 sq.ft R/WR/WR/WR/WR/WN69° 17' 36.5"W219.61'S18° 05' 09.7"W 1092.05' S18° 05' 09.7"W 1092.05'S67° 34' 13.9"E515.84'CB-20A RIM: 639.30 CB-20 RIM: 639.30 CB-19A RIM: 637.72 CB-19 RIM: 637.72CB-17 RIM: 634.94 CB-17B RIM: 634.77 CB-16 RIM: 634.72 CB-16A RIM: 634.79 CB-18 RIM: 636.08 CB-18A RIM: 636.08 15" RCP18" RCP24" RCP 3 0 " RCP18" RCP15" RCP 15" RCP 30" RCP 15" RCPS74° 48' 05.4"E1005.51'S18° 05' 09.7"W 1092.05' 18" RCP SDESDESDE 15" RCP CB-19C RIM: 638.7715" RCP CB-19B RIM: 637.37 15" RCP CB-20B RIM: 640.36000100200300400500600700800900 1000CB-17A RIM: 634.9415" RCP0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WALKERS RUN DRIVE VARIABLE WIDTH PUBLIC R/W R30' R30' R30' R30'WEDDINGTONPOINTE DRIVE50' PUBLIC R/WFOXCROFTDRIVE40' PUBLIC R/WPORTERSLANE40' PUBLIC R/W40' R/W26' B/B22' E/EWEDDINGTON POINTE DRIVE STA. = 00+00.00 WALKERS RUN DRIVE STA. = 01+68.95 PORTERS LANE STA. = 00+00.00 WALKERS RUN DRIVE STA. = 05+46.48 FOXCROFT DRIVE STA. = 00+00.00 WALKERS RUN DRIVE STA. = 09+38.14 PROP. LOT BOUNDARY (TYP) PROP. 4' PLANTING STRIP (TYP) 2'-0" VALLEY CURB (TYP) PROP. 5' SIDEWALK (TYP) PROP. STORM DRAINAGE (TYP) PROP. STORM DRAINAGE (TYP) PROP. ACCESSIBLE RAMP (TYP) PROP. LOT BOUNDARY (TYP) PROP. 4' PLANTING STRIP (TYP) 2'-0" VALLEY CURB (TYP) PROP. 5' SIDEWALK (TYP) PROP. ACCESSIBLE RAMP (TYP) SEE SHEET C-4.4 FOR CONTINUATION SEE SHEET C-4.2 FOR CONTINUATION SEE SHEET C-4.2 FOR CONTINUATION PROP. WALKERS RUN DRIVE VARIABLE WIDTH PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 25 MPH) (DESIGN SPEED: 30 MPH) PROP. GRADE @ CENTERLINE EX. GRADE @ CENTERLINE PROP. STORM DRAINAGE (TYP) PROP. CENTERLINE ELEVATION EX. CENTERLINE ELEVATION PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) R30' R30' PROP. R/W PROP. R/W 13'13'NOTES: 1.SEE STORM DRAINAGE PLANS CHAPTER 6 - STORM DRAINAGE FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 - GRADING FOR SITE GRADING INFORMATION. 3.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT, YARD INLETS AT FINISHED GRADE. 4.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 5.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 6.DEVELOPER WILL PROVIDE STREET SIGNS PER UNION COUNTY AND NCDOT STANDARDS. 7.IN ROLLING AND HILLY TERRAIN, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. 8.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 9.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 10.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY INSPECTOR / ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 11.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 12.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF UNION COUNTY, NCDEQ AND NCDOT STANDARDS AND SPECIFICATIONS. 13.ALL YARD INLETS SHALL BE DROP INLET TYPE - SEE DETAILS. 14.ALL RADIUS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY INTERSECTION C/LWALKERS RUN DRIVEAND WEDDINGTONPOINTE DRIVESTA. 01+68.95 (WALKERSRUN DRIVE) =00+00.00 (WEDDINGTONPOINTE DRIVE)ELEV. = 635.17'INTERSECTION C/LWALKERS RUN DRIVE AND PORTERS LANESTA. 05+46.48 (WALKERS RUN DRIVE) =00+00.00 (PORTERS LANE)ELEV. = 637.67'INTERSECTION C/LWALKERS RUN DRIVE AND FOXCROFT DRIVESTA. 09+38.14 (WALKERS RUN DRIVE) =00+00.00 (FOXCROFT DRIVE)ELEV. = 640.61'INTERSECTION C/LAIRPORT ROAD AND WALKERS RUN DRIVESTA. 00+00.00 (WALKERS RUN DRIVE)ELEV. = 638.11'WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 ROADWAY PLAN & PROFILE - WALKERS RUN DRIVE 1"=4' FJM SAS ATB C-4.1 10/18/2019 2:26 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-P&P.DWG PROP. CLUSTER MAILBOXES PROP. SUBDIVISION SIGNAGE (TYP) 625 630 635 640 645 625 630 635 640 645 0+00635.12637.670+50636.01637.691+00636.83638.081+50637.14638.472+00637.14638.862+50PROFILE - ROAD 3 SCALE: 1" = 40' H & 1" = 4' V -2.53 % 0.78%PVI STA. = 0+00.00PVI ELEV = 637.67PVI STA. = 0+11.01PVI ELEV = 637.39PVI STA. = 2+19.61PVI ELEV = 639.01CB-19BRIM: 637.3715" INVERT OUT: 633.53STA: 0+39.17SUESUESUE SUE SUE SUE SUE11 9 6,611 sq.ft 34 32 6,360 sq.ft 31 6,360 sq.ft 8 6,360 sq.ft 10 6,591 sq.ft 30 6,360 sq.ft 33 6,360 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUEN69° 17' 36.5"W 219.61'S18° 05' 09.7"W1092.05'CB-19A RIM: 637.72 CB-19 RIM: 637.72 24" RCP18" RCP18" RCPSDE15" RCP1 5 " R C P CB-19B RIM: 637.37 000100200DCB-12BRIM: 638.9315" INVERT IN: 634.2518" INVERT OUT: 634.25STA: 1+51.12CB-12ARIM: 640.3318" INVERT IN: 633.2424" INVERT OUT: 633.24STA: 3+18.81620 625 630 635 640 645 650 0+00636.68640.610+50636.99639.971+00637.00639.511+50636.68639.172+00636.29639.492+50635.86639.943+00635.35640.403+50634.96640.854+00634.51641.304+50633.53641.745+00629.96641.645+50 -2.44 % -0.93% 0.90% -1.00%PVI STA. = 0+00.00PVI ELEV = 640.61PVI STA. = 0+11.03PVI ELEV = 640.34PVI STA. = 5+15.84PVI ELEV = 641.48LOW PT STA = 1+50.62 LOW PT ELEV = 639.17 PVI STA = 1+50.21 PVI ELEV = 639.04 A.D. = -1.83 K = 30.00 55.01' VC BVCS: 1+22.71BVCE: 639.30EVCS: 1+77.72EVCE: 639.29HIGH PT STA = 4+69.09 HIGH PT ELEV = 641.80 PVI STA = 4+70.54 PVI ELEV = 641.94 A.D. = 1.90 K = 30.00 57.10' VC BVCS: 4+41.99BVCE: 641.68EVCS: 4+99.09EVCE: 641.6518" CLASS IV 15" RCP CB-12RIM: 640.3315" INVERT IN: 634.5424" INVERT IN: 633.0024" INVERT OUT: 632.81STA: 3+18.81CB-12CRIM: 638.9315" INVERT OUT: 634.49STA: 1+51.09CB-14RIM: 641.3915" INVERT IN: 635.7115" INVERT OUT: 635.71STA: 4+36.1415" RCP CB-14ARIM: 641.1115" INVERT OUT: 636.40STA: 4+92.03SUESUES U E SUE SUE SUE SUESUE SU E SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE4 6,360 sq.ft 14 6,952 sq.ft 15 6,363 sq.ft 20 6,360 sq.ft 22 6,360 sq.ft 21 6,360 sq.ft 19 6,360 sq.ft 24 8,609 sq.ft25 8,448 sq.ft 50 7,532 sq.ft 2 6,360 sq.ft 3 6,360 sq.ft 1 6,360 sq.ft 16 6,360 sq.ft 17 6,360 sq.ft 18 6,360 sq.ft 23 6,812 sq.ft 26 8,175 sq.ft 27 7,822 sq.ft 51 6,360 sq.ft SUESUESUESUESUESUESUESUESUESUES18° 05' 09.7"W1092.05'S67° 34' 13.9"E 515.84' CB-14 RIM: 641.39 CB-12A RIM: 640.33 CB-12 RIM: 640.33 CB-11 RIM: 639.50 CB-12C RIM: 638.93 DCB-12B RIM: 638.93 24" RCP15" RCP 24" RCP 18" CLASS IV N18° 05' 09.7"E804.58'S67° 34' 13.9"E 515.84' S D E SDE SDE15" RCPCB-20B RIM: 640.36 15" R C P CB-14A RIM: 641.1124" RCP00010020030040050015" CLASS IV0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL PORTERS LANE (40' PUBLIC R/W) FOXCROFT DRIVE (40' PUBILC R/W)WALKERS RUN DRIVE(VARIABLE WIDTH PUBLIC R/W)MARKFIELDLANE(40' PUBLIC R/W)WALKERS RUNDRIVE(VARIABLE WIDTHPUBLIC R/W)R30' R30' R30' R30' R30' R30' R30' R30'R35' R35' R35'40' R/W26' B/B13'13'22' E/EFOXCROFT DRIVE STA. = 00+00.00 WALKERS RUN DRIVE STA. = 09+38.11 FOXCROFT DRIVE STA. = 02+80.81 MARKFIELD LANE STA. = 00+00.00 PROP. LOT BOUNDARY (TYP) PROP. 4' PLANTING STRIP (TYP) 2'-0" VALLEY CURB (TYP) PROP. 5' SIDEWALK (TYP) PROP. ACCESSIBLE RAMP (TYP) PROP. STORM DRAINAGE (TYP) PORTERS LANE STA. = 00+00.00 WALKERS RUN DRIVE STA. = 05+46.48 40' R/W26' B/B13'13'22' E/EPROP. LOT BOUNDARY (TYP) PROP. LOT BOUNDARY (TYP)PROP. 4' PLANTING STRIP (TYP) PROP. 5' SIDEWALK (TYP) 2'-0" VALLEY CURB (TYP)PROP. STORM DRAINAGE (TYP) PROP. STORM DRAINAGE (TYP) PROP. ACCESSIBLE RAMP (TYP) SEE SHEET C-4.1 FOR CONTINUATION SEE SHEET C-4.1 FOR CONTINUATION SEE SHEET C-4.1 FOR CONTINUATION SEE SHEET C-4.1 FOR CONTINUATION SEE SHEET C-4.3 FOR CONTINUATION EX. CENTERLINE ELEVATION PROP. PORTERS LANE 40' PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 25 MPH) (DESIGN SPEED: 30 MPH) PROP. GRADE @ CENTERLINE EXIST. GRADE @ CENTERLINE PROP. FOXCROFT DRIVE 40' PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 25 MPH) (DESIGN SPEED: 30 MPH) PROP. GRADE @ CENTERLINE EX. GRADE @ CENTERLINE PROP. STORM DRAINAGE (TYP) PROP. CENTERLINE ELEVATION EX. CENTERLINE ELEVATIONPROP. CENTERLINE ELEVATION PROP. SIDEALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) EX. WETLANDS (TYP) PROP. R/W PROP. R/W PROP. R/W PROP. R/W NOTES: 1.SEE STORM DRAINAGE PLANS CHAPTER 6 - STORM DRAINAGE FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 - GRADING FOR SITE GRADING INFORMATION. 3.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT, YARD INLETS AT FINISHED GRADE. 4.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 5.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 6.DEVELOPER WILL PROVIDE STREET SIGNS PER UNION COUNTY AND NCDOT STANDARDS. 7.IN ROLLING AND HILLY TERRAIN, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. 8.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 9.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 10.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY INSPECTOR / ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 11.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 12.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF UNION COUNTY, NCDEQ AND NCDOT STANDARDS AND SPECIFICATIONS. 13.ALL YARD INLETS SHALL BE DROP INLET TYPE - SEE DETAILS. 14.ALL RADIUS ARE TO FRONT OF PAVEMENT UNLESS OTHERWISE NOTED. SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARYINTERSECTION C/LWALKERS RUN DRIVE AND PORTERS LANESTA. 05+46.48 (WALKERS RUN DRIVE) =00+00.00 (PORTERS LANE)ELEV. = 637.67'INTERSECTION C/LWALKERS RUN DRIVE AND FOXCROFT DRIVESTA. 09+38.11 (WALKERS RUN DRIVE) =00+00.00 (FOXCROFT DRIVE)ELEV. = 640.61'INTERSECTION C/LFOXCROFT DRIVE AND MARKFIELD LANESTA. 02+80.81 (FOXCROFT DRIVE) =00+00.00 (MARKFIELD LANE)ELEV. = 640.22'WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 ROADWAY PLAN & PROFILE - PORTERS LANE & FOXCROFT DRIVE 1"=4' FJM SAS ATB C-4.2 10/18/2019 2:26 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-P&P.DWG PROP. SEGMENTAL OR CAST-IN-PLACE RETAINING WALL WITH HANDRAIL TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY LICENSED STRUCTURAL PROFESSIONAL ENGINEER SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE20 6,360 sq.ft 41 6,360 sq.ft 43 6,360 sq.ft 19 6,360 sq.ft 45 6,360 sq.ft 24 8,609 sq.ft 8,448 sq.ft 47 6,360 sq.ft 49 6,360 sq.ft 50 7,532 sq.ft 54 6,360 sq.ft 57 6,360 sq.ft 55 6,360 sq.ft 42 6,360 sq.ft 62 7,533 sq.ft 44 6,360 sq.ft 46 6,360 sq.ft 48 6,360 sq.ft 53 6,360 sq.ft 56 6,360 sq.ft 59 6,360 sq.ft 58 6,360 sq.ft 60 6,360 sq.ft17 6,360 sq.ft 18 6,360 sq.ft 39 7,667 sq.ft 40 7,742 sq.ft 51 6,360 sq.ft 52 6,360 sq.ft 61 6,360 sq.ftSUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE80 6,360 sq.ft 81 6,360 sq.ft 82 6,360 sq.ft 83 6,360 sq.ft 84 CB-12A RIM: 640.33 CB-12 RIM: 640.33 CB-11 RIM: 639.50 CB-10A RIM: 636.34 CB-11A RIM: 637.96 CB-7 RIM: 635.86 CB-8 RIM: 636.42 DCB-9A RIM: 634.88 DCB-9 RIM: 634.88 36" RCP18" RCP24" RCP 24" RCP 36" RCP 36" RCP18" CLASS IVN18° 05' 09.7"E 804.58'S74° 48' 05.4"E1005.51'N18° 05' 09.7"E 804.58'S67° 34' 13.9"E515.84'S D ESDE30" RCP15" RCPCB-10 RIM: 636.34 24" RCP24" RCP 24" RCP000100 200300400500600700800CB-11B RIM: 637.96 15" RCPCB-11RIM: 639.5024" INVERT IN: 632.5124" INVERT OUT: 632.51STA: 0+38.00CB-11ARIM: 637.9624" INVERT IN: 631.3215" INVERT IN: 632.3024" INVERT OUT: 631.32STA: 2+36.41DCB-9RIM: 634.8818" INVERT IN: 629.2830" INVERT IN: 628.8636" INVERT OUT: 628.86STA: 6+47.40CB-8RIM: 636.4236" INVERT IN: 628.2936" INVERT OUT: 628.29STA: 7+60.59SCALE: 1" = 40' H & 1" = 4' V 615 620 625 630 635 640 645 650 615 620 625 630 635 640 645 650 0+00635.52640.220+50635.25639.641+00635.18639.251+50635.02638.872+00635.21638.482+50635.01638.103+00634.65637.713+50634.24637.334+00634.07636.944+50632.33636.565+00631.30636.175+50629.95635.796+00631.13635.406+50631.18635.117+00632.70635.437+50634.32635.858+00634.73636.458+50 -2.56 % 2.50% -0.77% 0.82%PVI STA. = 0+00.00PVI ELEV = 640.22PVI STA. = 0+11.03PVI ELEV = 639.94PVI STA. = 7+88.56PVI ELEV = 636.16PVI STA. = 8+04.58PVI ELEV = 636.56LOW PT STA = 6+48.67 LOW PT ELEV = 635.11 PVI STA = 6+49.46 PVI ELEV = 635.02 A.D. = -1.59 K = 30.00 47.83' VC BVCS: 6+25.54BVCE: 635.20EVCS: 6+73.37EVCE: 635.2224" RCP 24" RCP 36" RCP CB-10ARIM: 636.3415" INVERT OUT: 631.21STA: 4+47.44DCB-9ARIM: 634.8818" INVERT OUT: 629.52STA: 6+47.4436" RCP CB-11BRIM: 637.9615" INVERT OUT: 632.54STA: 2+36.41CB-10RIM: 636.3424" INVERT IN: 630.0615" INVERT IN: 630.9730" INVERT OUT: 630.06STA: 4+47.4430" RCP 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL MARKFIELD LANE (40' PUBLIC R/W)FOXCROFTDRIVE(40' PUBLIC R/W)WEDDINGTON POINTE DRIVE(50' PUBLIC R/W)MARKFIELD LANE STA. = 08+05.00 WEDDINGTON POINTE DRIVE STA. = 02+80.36 40' R/W26' B/B13'22' E/E13'FOXCROFT DRIVE STA. = 02+80.81 MARKFIELD LANE STA. =00+00.00 PROP. LOT BOUNDARY (TYP) PROP. LOT BOUNDARY (TYP) PROP. 4' PLANTING STRIP (TYP) PROP. 4' PLANTING STRIP (TYP) 2'-0" VALLEY CURB (TYP) 2'-0" VALLEY CURB (TYP) PROP. 5' SIDEWALK (TYP) PROP. 5' SIDEWALK (TYP) PROP. STORM DRAINAGE (TYP) PROP. STORM DRAINAGE (TYP) PROP. ACCESSIBLE RAMP (TYP) SEE SHEET C-4.2 FOR CONTINUATION SEE SHEET C-4.4 FOR CONTINUATION SEE SHEET C-4.4 FOR CONTINUATIONSEE SHEET C-4.2 FOR CONTINUATION PROP. MARKFIELD LANE 40' PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 25 MPH) (DESIGN SPEED: 30 MPH) PROP. GRADE @ CENTERLINE EX. GRADE @ CENTERLINE PROP. STORM DRAINAGE (TYP) EX. CENTERLINE ELEVATION PROP. CENTERLINE ELEVATION PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. R/W PROP. R/W PROP. R/W PROP. R/W R30' R30' R30' R30' NOTES: 1.SEE STORM DRAINAGE PLANS CHAPTER 6 - STORM DRAINAGE FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 - GRADING FOR SITE GRADING INFORMATION. 3.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT, YARD INLETS AT FINISHED GRADE. 4.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 5.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 6.DEVELOPER WILL PROVIDE STREET SIGNS PER UNION COUNTY AND NCDOT STANDARDS. 7.IN ROLLING AND HILLY TERRAIN, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. 8.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 9.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 10.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY INSPECTOR / ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 11.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 12.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF UNION COUNTY, NCDEQ AND NCDOT STANDARDS AND SPECIFICATIONS. 13.ALL YARD INLETS SHALL BE DROP INLET TYPE - SEE DETAILS. 14.ALL RADIUS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY INTERSECTION C/LFOXCROFT DRIVE AND MARKFIELD LANESTA. 02+80.81 (FOXCROFT DRIVE) =00+00.00 (MARKFIELD LANE)ELEV. = 640.22'INTERSECTION C/LMARKFIELD LANE AND WEDDINGTONPOINTE DRIVESTA. 08+05.00 (MARKFIELD LANE) =02+80.36 (WEDDINGTON POINTE DRIVE)ELEV. = 636.56'WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 ROADWAY PLAN & PROFILE - MARKFIELD LANE 1"=4' FJM SAS ATB C-4.3 10/18/2019 2:26 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-P&P.DWG CB-16RIM: 634.7230" INVERT IN: 629.4615" INVERT IN: 629.7436" INVERT OUT: 629.46STA: 0+44.23CB-6RIM: 633.5442" INVERT IN: 626.9218" INVERT IN: 627.0048" INVERT OUT: 626.92STA: 5+51.68610 615 620 625 630 635 640 645 650 0+00635.94635.170+50635.72635.121+00635.21635.511+50634.91635.902+00634.75636.282+50634.41636.603+00635.27636.433+50636.37635.884+00637.27635.334+50638.00634.785+00638.00634.235+50638.00633.906+00636.57634.136+50633.45634.637+00630.43635.137+50630.51635.618+00633.16635.708+50635.69635.289+00637.13634.789+50637.73634.2810+00638.24633.7810+50638.40633.2811+00639.51632.781.00% -1.10%-2.47 % 0.78%PVI STA. = 0+00.00PVI ELEV = 635.17PVI STA. = 0+13.44PVI ELEV = 634.84LOW PT STA = 5+54.42 LOW PT ELEV = 633.90 PVI STA = 5+52.07 PVI ELEV = 633.65 A.D. = -2.10 K = 45.00 94.70' VC BVCS: 5+04.72BVCE: 634.17EVCS: 5+99.42EVCE: 634.1336" RCP 42" RCP HIGH PT STA = 2+59.40 HIGH PT ELEV = 636.61 PVI STA = 2+66.78 PVI ELEV = 636.80 A.D. = 1.88 K = 45.00 84.64' VC BVCS: 2+24.46BVCE: 636.47EVCS: 3+09.10EVCE: 636.34HIGH PT STA = 7+82.43 HIGH PT ELEV = 635.73 PVI STA = 7+82.43 PVI ELEV = 635.96 A.D. = 2.00 K = 45.00 90.00' VC BVCS: 7+37.43BVCE: 635.51EVCS: 8+27.43EVCE: 635.51CB-16ARIM: 634.7915" INVERT OUT: 630.08STA: 0+44.23DCB-6ARIM: 633.5418" INVERT OUT: 627.34STA: 5+51.6836" RCP CB-40ARIM: 633.9915" INVERT OUT: 629.28STA: 9+42.58CB-7RIM: 635.8636" INVERT IN: 628.0936" INVERT IN: 628.0942" INVERT OUT: 628.09STA: 3+19.0948" RCP CB-5ARIM: 633.6848" INVERT IN: 626.7348" INVERT OUT: 626.73STA: 5+90.22CB-40RIM: 633.9915" INVERT IN: 628.9415" INVERT OUT: 628.94STA: 9+42.58CB-29CSTA: 11+06.71SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE38 7,486 sq.ft 64 8,009 sq.ft 62 7,533 sq.ft 63 7,812 sq.ft 66 8,297 sq.ft 65 8,206 sq.ft 37 7,220 sq.ft 39 7,667 sq.ft 40 7,742 sq.ft 91 5,160 sq.ft 92 5,269 sq.ft SUESUESUE SUE SUE SUE SUE SUE SUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUE79 6,360 sq.ft 80 6,360 sq.ft 81 6,360 sq.ft 82 6,360 sq.ft 83 6,360 sq.ft 84 6,360 sq.ft 85 6,360 sq.ft 86 6,360 sq.ft 87 6,360 sq.ft 88 6,360 sq.ft 93 5,160 sq.ft 94 5,160 sq.ft 95 5,160 sq.ft 96 5,160 sq.ft 97 5,161 sq.ft 98 5,193 sq.ft 99 6,273 sq.ft 78 8,245 sq.ft S12° 46' 28.9"W182.49'R=31 L=2 CB-7 RIM: 635.86 CB-8 RIM: 636.42 CB-17 RIM: 634.94 CB-16 RIM: 634.72 CB-16A RIM: 634.79 CB-5 RIM: 634.12 CB-4 RIM: 634.12 CB-40A RIM: 633.99 CB-40 RIM: 633.99 CB-39 RIM: 632.7830" RCP 36" RCP 18" RCP15" RCP1 5 " R C P 18" RCP48" RCP 48" RCP48" RCP15" RCP36" RCP42" RCP 36" RCP15" RCPS18° 05' 09.7"W563.76'N18° 05' 09.7"E804.58'R=310.00' L=240.26' S74° 48' 05.4"E 1005.51' S74° 48' 05.4"E 1005.51'S18° 05' 09.7"W1092.05'HW-2 RIM: 1176.2936" RCPHW-1 RIM: 636.50 S74° 48' 05.4"E 1005.51' CB-6 RIM: 633.54 DCB-6A RIM: 633.54 SDESDESDESDESDESDESDES D E SD E SDE SDE SDE S D E S D E 42" RCP CB-5A RIM: 633.68 48" RCP 18" R C P000100200300400500600700800900100011 0015" RCP 610 615 620 625 630 635 640 645 650 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE DRIVE (50' PUBLIC R/W)MARKFIELDLANE(40' PUBLIC R/W)PENWOODPLACE(40' PUBLIC R/W)EASTCOTTAVENUE(40' PUBLIC R/W)WALKERS RUN DRIVE(VARIABLE WIDTH PUBLIC R/W)R30' R30' R30' R30' R30' R30' R30' R30'50' R/W36' B/B18'32' E/E18'WALKERS RUN DRIVE STA. = 01+68.95 WEDDINGTON POINTE DRIVE STA. = 00+00.00 MARKFIELD LANE STA. = 08+05.00 WEDDINGTON POINTE DRIVE STA. = 02+80.36 PENWOOD PLACE STA. = 00+00.00 WEDDINGTON POINTE DRIVE STA. = 06+33.58 WEDDINGTON POINTE DRIVE STA. = 09+92.15 EASTCOTT AVENUE STA. = 00+00.00 EX. WETLANDS PROP. LOT BOUNDARY (TYP) PROP. LOT BOUNDARY (TYP) 2'-0" VALLEY CURB (TYP) PROP. 5' SIDEWALK (TYP) PROP. 4' PLANTING STRIP (TYP) 2'-0" VALLEY CURB (TYP) PROP. 5' SIDEWALK (TYP) PROP. 4' PLANTING STRIP (TYP) PROP. STORM DRAINAGE (TYP) PROP. STORM DRAINAGE (TYP) PROP. ACCESSIBLE RAMP (TYP) PROP. ACCESSIBLE RAMP (TYP)MATCHLINE STA. 11+00SEE SHEET C-4.5 FOR CONTINUATIONSEE SHEET C-4.3 FOR CONTINUATION SEE SHEET C-4.7 FOR CONTINUATION SEE SHEET C-4.8 FOR CONTINUATIONSEE SHEET C-4.1 FOR CONTINUATION SEE SHEET C-4.1 FOR CONTINUATION PROP. WEDDINGTON POINTE DRIVE 50' PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 25 MPH) (DESIGN SPEED: 30 MPH) PROP. GRADE @ CENTERLINE EX. GRADE @ CENTERLINE PROP. STORM DRAINAGE (TYP) EX. CENTERLINE ELEVATION PROP. CENTERLINE ELEVATION MATCHLINE STA 11+00 - SEE SHEET C-4.5 FOR CONTINUATIONPROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. R/W PROP. R/W PROP. R/W PROP. R/W NOTES: 1.SEE STORM DRAINAGE PLANS CHAPTER 6 - STORM DRAINAGE FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 - GRADING FOR SITE GRADING INFORMATION. 3.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT, YARD INLETS AT FINISHED GRADE. 4.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 5.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 6.DEVELOPER WILL PROVIDE STREET SIGNS PER UNION COUNTY AND NCDOT STANDARDS. 7.IN ROLLING AND HILLY TERRAIN, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. 8.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 9.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 10.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY INSPECTOR / ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 11.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 12.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF UNION COUNTY, NCDEQ AND NCDOT STANDARDS AND SPECIFICATIONS. 13.ALL YARD INLETS SHALL BE DROP INLET TYPE - SEE DETAILS. 14.ALL RADIUS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARYINTERSECTION C/LWALKERS RUN DRIVE AND WEDDINGTONPOINTE DRIVESTA. 01+68.95 (WALKERS RUN DRIVE) =00+00.00 (WEDDINGTON POINTE DRIVE)ELEV. = 635.17'INTERSECTION C/LMARKFIELD LANE AND WEDDINGTON POINTE DRIVESTA. 08+05.00 (MARKFIELD LANE) =02+80.36 (WEDDINGTON POINTE DRIVE)ELEV. = 636.56'INTERSECTION C/LPENWOOD PLACE AND WEDDINGTON POINTE DRIVESTA. 00+00.00 (PENWOOD PLACE) =06+33.58 (WEDDINGTON POINTE DRIVE)ELEV. = 634.47'INTERSECTION C/LWEDDINGTON POINTE DRIVE AND EASTCOTT AVENUESTA. 09+92.15 (WEDDINGTON POINTE DRIVE) =00+00.00 (EASTCOTT AVENUE)ELEV. = 633.86'WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 ROADWAY PLAN & PROFILE - WEDDINGTON POINTE DRIVE 1"=4' FJM SAS ATB C-4.4 10/18/2019 2:27 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-P&P.DWG CB-26RIM: 625.2530" INVERT IN: 616.9615" INVERT IN: 618.7036" INVERT OUT: 616.46STA: 20+78.38CB-27RIM: 624.2030" INVERT IN: 618.3015" INVERT IN: 618.3030" INVERT OUT: 618.30STA: 19+43.76CB-29ARIM: 631.1718" INVERT IN: 626.3918" INVERT OUT: 626.39STA: 12+25.10CB-28RIM: 627.5724" INVERT IN: 622.0815" INVERT IN: 622.7130" INVERT OUT: 621.90STA: 15+84.18CB-25STA: 21+60.09CB-28ARIM: 627.5715" INVERT OUT: 623.05STA: 15+84.18CB-27CRIM: 625.3815" INVERT OUT: 620.54STA: 18+04.14CB-27BRIM: 625.3730" INVERT IN: 619.7015" INVERT IN: 620.2030" INVERT OUT: 619.70STA: 18+04.18SCALE: 1" = 40' H & 1" = 4' V 11+00639.51632.7811+50640.20632.2812+00640.31631.7812+50639.59631.2813+00638.89630.7813+50638.06630.2814+00637.08629.7814+50636.24629.2815+00637.14628.7815+50637.12628.2816+00635.81627.7816+50634.51627.2817+00633.81626.7817+50633.81626.2818+00633.17625.7818+50632.47625.2819+00631.29624.7819+50630.61624.5720+00630.63624.9020+50631.17625.4021+00630.92625.6421+50632.02625.34-1.00% 1.00% LOW PT STA = 19+43.76 LOW PT ELEV = 624.57 PVI STA = 19+43.76 PVI ELEV = 624.34 A.D. = -2.00 K = 45.00 90.00' VC BVCS: 18+98.76BVCE: 624.79EVCS: 19+88.76EVCE: 624.7924" RCP 30" RCP 30" RCP HIGH PT STA = 20+96.59 HIGH PT ELEV = 625.65 PVI STA = 20+96.59 PVI ELEV = 625.87 A.D. = 2.00 K = 45.00 90.00' VC BVCS: 20+51.59BVCE: 625.42EVCS: 21+41.59EVCE: 625.42CB-29RIM: 631.1718" INVERT IN: 626.0524" INVERT OUT: 625.66STA: 12+25.1030" RCP DCB-27ARIM: 624.2015" INVERT OUT: 618.64STA: 19+43.76CB-26BRIM: 624.9915" INVERT OUT: 619.43STA: 21+17.21CB-29CRIM: 632.3518" INVERT OUT: 627.64STA: 11+06.7118" RCP CB-28CRIM: 629.2915" INVERT OUT: 624.27STA: 14+12.18CB-28BRIM: 629.2924" INVERT IN: 623.8015" INVERT IN: 623.8724" INVERT OUT: 623.80STA: 14+12.1824" RCP 36" RCP 15" RCP CB-26ARIM: 625.2515" INVERT IN: 619.0415" INVERT OUT: 619.04STA: 20+78.3818" RCP CB-29BRIM: 631.8518" INVERT IN: 627.1118" INVERT OUT: 627.11STA: 11+56.65122 6,212 sq.ft 129 5,160 sq.ft 140 5,160 sq.ft 127 5,160 sq.ft 131 5,160 sq.ft 134 5,160 sq.ft 136 5,160 sq.ft 126 5,160 sq.ft 128 5,160 sq.ft 130 5,160 sq.ft 133 5,160 sq.ft 132 5,160 sq.ft 138 5,160 sq.ft 135 5,160 sq.ft 137 5,160 sq.ft 139 5,160 sq.ft SUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE104 5,160 sq.ft 105 5,160 sq.ft 106 5,160 sq.ft 107 5,160 sq.ft 108 5,160 sq.ft 109 5,160 sq.ft 110 5,160 sq.ft 113 5,160 sq.ft 118 5,160 sq.ft 111 5,160 sq.ft 119 5,160 sq.ft 112 5,160 sq.ft 115 5,160 sq.ft 114 5,160 sq.ft 117 5,160 sq.ft 116 5,160 sq.ft 120 5,160 sq.ft 142 5,160 sq.ft 141 5,160 sq.ft 100 8,195 sq.ft 101 6,802 sq.ft 102 5,195 sq.ft 103 5,161 sq.ft 121 5,866 sq.ft R =3 1 0 .0 0 'L =2 4 0 .2 6 'S30° 23' 45.3"E 873.46' S30° 23' 45.3"E 873.46' CB-29A RIM: 631.17 CB-29 RIM: 631.17 CB-28 RIM: 627.57 CB-28A RIM: 627.57 CB-26 RIM: 625.25 CB-26B RIM: 624.99 DCB-27A RIM: 624.20 CB-27 RIM: 624.20 CB-25 RIM: 624.8318" RCP24" RCP 30" RCP 30" RCP 36" RCP 15" RCP 15" RCP15" RCPR =3 1 0 .0 0 'L =2 4 0 .2 6 'CB-27C RIM: 625.38 CB-27B RIM: 625.37 15" RCP SDE30" RCP 18" RC P CB-29C RIM: 632.35 110012001300140015001600170018001900200021002200CB-26A RIM: 625.25 15" RCPCB-29B RIM: 631.85 18" RCP CB-28C RIM: 629.29 15" RCPCB-28B RIM: 629.29 610 615 620 625 630 635 640 645 650 610 615 620 625 630 635 640 645 650 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE DRIVE (50' PUBLIC R/W) R30'50' R/W36' B/B18'32' E/E18'PROP. LOT BOUNDARY (TYP) PROP. LOT BOUNDARY (TYP) PROP. 4' PLANTING STRIP (TYP) PROP. 4' PLANTING STRIP (TYP) 2'-0" VALLEY CURB (TYP) 2'-0" VALLEY CURB (TYP) PROP. 5' SIDEWALK (TYP) PROP. 5' SIDEWALK (TYP) PROP. STORM DRAINAGE (TYP) PROP. STORM DRAINAGE (TYP) PROP. ACCESSIBLE RAMP (TYP)MATCHLINE STA .11+00SEE SHEET C-4 .4 FOR CONT INUAT ION MATCHLINE STA. 21+50 SEE SHEET C-4.6 FOR CONTINUATION PROP. WEDDINGTON POINTE DRIVE 50' PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 30 MPH) (DESIGN SPEED: 35 MPH) PROP. GRADE @ CENTERLINE EX. GRADE @ CENTERLINE PROP. STORM DRAINAGE (TYP) EX. CENTERLINE ELEVATION PROP. CENTERLINE ELEVATION MATCHLINE STA 11+00 - SEE SHEET C-4.4 FOR CONTINUATIONMATCHLINE STA 21+50 - SEE SHEET C-4.6 FOR CONTINUATIONPROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. R/W PROP. R/W PROP. R/WPROP. R/W NOTES: 1.SEE STORM DRAINAGE PLANS CHAPTER 6 - STORM DRAINAGE FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 - GRADING FOR SITE GRADING INFORMATION. 3.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT, YARD INLETS AT FINISHED GRADE. 4.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 5.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 6.DEVELOPER WILL PROVIDE STREET SIGNS PER UNION COUNTY AND NCDOT STANDARDS. 7.IN ROLLING AND HILLY TERRAIN, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. 8.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 9.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 10.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY INSPECTOR / ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 11.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 12.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF UNION COUNTY, NCDEQ AND NCDOT STANDARDS AND SPECIFICATIONS. 13.ALL YARD INLETS SHALL BE DROP INLET TYPE - SEE DETAILS. 14.ALL RADIUS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 ROADWAY PLAN & PROFILE - WEDDINGTON POINTE DRIVE 1"=4' FJM SAS ATB C-4.5 10/18/2019 2:27 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-P&P.DWG PROP. CLUSTER MAILBOXES CB-25RIM: 624.8336" INVERT IN: 616.1736" INVERT OUT: 616.17STA: 21+60.09CB-24RIM: 622.0536" INVERT IN: 614.0524" INVERT IN: 615.3842" INVERT OUT: 613.55STA: 24+42.06CB-24ARIM: 622.8836" INVERT IN: 614.6736" INVERT OUT: 614.67STA: 23+59.48610 615 620 625 630 635 640 645 650 21+50632.02625.3422+00634.00624.8422+50633.69624.3423+00634.00623.8423+50634.00623.3424+00631.11622.8424+50627.89622.3425+00626.68621.8425+50625.76621.2526+00626.59620.5626+50627.33619.8827+00626.77619.1927+50624.03618.5028+00620.53617.8128+50 -1.00% -1.38%PVI STA. = 28+21.81PVI ELEV = 617.5136" RCP 42" RCP 36" RCPEVCS: 21+41.59EVCE: 625.42HIGH PT STA = 25+19.68 HIGH PT ELEV = 621.64 PVI STA = 25+28.18 PVI ELEV = 621.55 A.D. = 0.38 K = 45.00 16.99' VC BVCS: 25+19.68 BVCE: 621.64 EVCS: 25+36.68 EVCE: 621.44 15" CLASS IVCB-22RIM: 621.0442" INVERT IN: 612.7815" INVERT IN: 612.7842" INVERT OUT: 612.78STA: 25+39.22CB-23RIM: 621.0342" INVERT IN: 612.9942" INVERT OUT: 612.99STA: 25+39.7915" RCP CB-22ARIM: 619.2115" INVERT IN: 613.5715" INVERT OUT: 613.57STA: 26+71.5915" RCP CB-22BRIM: 617.8015" INVERT IN: 614.1515" INVERT OUT: 614.15STA: 27+74.47CB-22CRIM: 617.7915" INVERT OUT: 614.35STA: 27+75.02SUESUESUESUESUESUESUESUESUESUESUESUE122 6,212 sq.ft 124 6,760 sq.ft 125 6,910 sq.ft 123 6,486 sq.ftSUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUESUE121 5,866 sq.ft R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR =310.12' L=19 8.0 6 ' R=310.01' L=103.55' S71° 5 7 ' 3 7 . 6 " W 18.75' S35° 22' 05.5"W 18.61' CB-25 RIM: 624.83 CB-30 RIM: 622.65 CB-30A RIM: 622.65 CB-24 RIM: 622.05 CB-22 RIM: 621.04 CB-23 RIM: 621.03 FES-21 RIM: 616.46 36" RCP 42" RCP 42" RCP42" RCP24" RCP 15" RCP R =3 10 .01' L =10 3 .5 5 ' S52° 49' 16.8"W 363.60' CB-24A RIM: 622.88 36" RCP 24" RCPSDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE36" RCP2200 230024002500260027002800S30° 23' 45.3"E843.37'15" RCP CB-22A RIM: 619.21 15" RCP CB-22B RIM: 617.80 15" CLASS IVCB-22C RIM: 617.79 HW-3 RIM: 616.9415" CLASS IV HW-4 RIM: 616.49 610 615 620 625 630 635 640 645 650 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGT O N POINTE D R I V E (50' PUBL I C R / W )EASTCOTTAVENUE(40' PUBLIC R/W)R30' R30' WEDDINGTON POINTE DRIVE (50' PUBLIC R/W)36' B/B18'32' E/E18'50' R/WWEDDINGTON POINTE DRIVE STA. = 24+06.24 EASTCOTT AVENUE STA. = 11+99.16 BMP PROP. LOT BOUNDARY (TYP) PROP. LOT BOUNDARY (TYP) 2'-0" VALLEY CURB (TYP) PROP. 5' SIDEWALK (TYP) PROP. 4' PLANTING STRIP (TYP) 2'-0" VALLEY CURB (TYP) PROP. 5' SIDEWALK (TYP) PROP. 4' PLANTING STRIP (TYP) PROP. STORM DRAINAGE (TYP) PROP. STORM DRAINAGE (TYP)WEDDINGTON ROADN.C .HWY 84(FUTURE 100 ' PUBL IC R /W)MATCHLINE STA. 21+50SEE SHEET C-4.5 FOR CONTINUATIONSEE SHEET C-4.9 FOR CONTINUATION PROP. WEDDINGTON POINTE DRIVE 50' PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 30 MPH) (DESIGN SPEED: 35 MPH) EX. CENTERLINE ELEVATION PROP. CENTERLINE ELEVATION PROP. STORM DRAINAGE (TYP) EX. GRADE @ CENTERLINE PROP. GRADE @ CENTERLINE MATCHLINE STA 21+50 - SEE SHEET C-4.5 FOR CONTINUATIONPROP. 5' SIDEWALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. R/WPROP. R/W PROP. R/W PROP. R/W EX. R/W TO BE ABANDONED NOTES: 1.SEE STORM DRAINAGE PLANS CHAPTER 6 - STORM DRAINAGE FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 - GRADING FOR SITE GRADING INFORMATION. 3.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT, YARD INLETS AT FINISHED GRADE. 4.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 5.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 6.DEVELOPER WILL PROVIDE STREET SIGNS PER UNION COUNTY AND NCDOT STANDARDS. 7.IN ROLLING AND HILLY TERRAIN, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. 8.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 9.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 10.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY INSPECTOR / ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 11.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 12.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF UNION COUNTY, NCDEQ AND NCDOT STANDARDS AND SPECIFICATIONS. 13.ALL YARD INLETS SHALL BE DROP INLET TYPE - SEE DETAILS. 14.ALL RADIUS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARYINTERSECTION C/LWEDDINGTON POINTE DRIVE AND EASTCOTT AVENUESTA. 24+06.24 (WEDDINGTON POINTE DRIVE) =11+99.16 (EASTCOTT AVENUE)ELEV. = 622.77'WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 ROADWAY PLAN & PROFILE - WEDDINGTON POINTE DRIVE 1"=4' FJM SAS ATB C-4.6 10/18/2019 2:27 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-P&P.DWG PROP. R/W 12.50' PROP. SUBDIVISION SIGNAGE (TYP) R30' R30' CB-3RIM: 636.1448" INVERT IN: 625.3015" INVERT IN: 630.8648" INVERT OUT: 625.30STA: 2+67.97PROFILE - ROAD 6 SCALE: 1" = 40' H & 1" = 4' V 610 615 620 625 630 635 640 645 610 615 620 625 630 635 640 645 0+00634.56634.470+50635.08634.371+00634.49634.831+50634.73635.292+00635.18635.752+50634.89636.213+00634.21636.673+50633.09637.054+00631.63636.754+50629.85636.255+00628.12635.755+50626.20635.256+00 -2.55 % 0.92% -1.00%PVI STA. = 0+00.00PVI ELEV = 634.47PVI STA. = 0+16.02PVI ELEV = 634.06PVI STA. = 5+63.76PVI ELEV = 635.11HIGH PT STA = 3+54.96 HIGH PT ELEV = 637.05 PVI STA = 3+56.15 PVI ELEV = 637.19 A.D. = 1.92 K = 30.00 57.61' VC BVCS: 3+27.35BVCE: 636.92EVCS: 3+84.96EVCE: 636.9048" RCP 48" RCP CB-4RIM: 634.1248" INVERT IN: 626.4048" INVERT OUT: 626.40STA: 0+48.13CB-5RIM: 634.1248" INVERT IN: 626.5248" INVERT OUT: 626.52STA: 0+48.13CB-3ARIM: 636.1415" INVERT OUT: 631.10STA: 2+67.97CB-2ARIM: 635.7748" INVERT IN: 624.2748" INVERT OUT: 624.27STA: 4+74.4648" RCP SUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUE S U E SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE66 8,297 sq.ft 67 6,360 sq.ft 68 6,360 sq.ft 69 6,360 sq.ft 70 6,360 sq.ft 71 6,360 sq.ft 74 7,525 sq.ft 72 6,360 sq.ft 75 6,403 sq.ft 73 6,792 sq.ft 76 6,360 sq.ft 77 6,360 sq.ft SUESUESUESUESUESUESUE87 88 6,360 sq.ft R/WCB-3 RIM: 636.14 CB-3A RIM: 636.14 CB-2 RIM: 634.42 CB-5 RIM: 634.12 CB-4 RIM: 634.12 FES-1 RIM: 624.50 48" RCP 48" RCP15" RCP18" RCP 48" RCP 48" RCP 48" RCP S18° 05' 09.7"W 563.76' HW-2 RIM: 1176.29 36" RCPHW-1 RIM: 636.50 DCB-6A RIM: 633.54 CB-6 RIM: 633.54 SDE SDE SDE SDE SDESDESDESDESDESDESDESDESDESDE SDE SDESDESDE SDE SDE SDE CB-5A RIM: 633.68 48" RCP 48" RCP CB-2A RIM: 635.77 48" RC P 0001002003004005000 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL PENWOOD PLACE (40' PUBLIC R/W)WEDDINGTONPOINTE DRIVE(50' PUBLIC R/W)R30' R30'40' R/W26' B/B13'22' E/E13'PENWOOD PLACE STA. = 00+00.00 WEDDINGTON POINTE DRIVE STA. = 06+33.58 BMP PROP. LOT BOUNDARY (TYP) 2'-0" VALLEY CURB (TYP) PROP. 5' SIDEWALK PROP. 4' PLANTING STRIP (TYP) PROP. ACCESSIBLE RAMP (TYP) PROP. STORM DRAINAGE (TYP) EX. WETLANDS PROP. LOT BOUNDARY (TYP) SEE SHEET C-4.4 FOR CONTINUATION SEE SHEET C-4.4 FOR CONTINUATION EX. CENTERLINE ELEVATION PROP. CENTERLINE ELEVATION PROP. PENWOOD PLACE 40' PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 25 MPH) (DESIGN SPEED: 30 MPH) PROP. GRADE @ CENTERLINE EX. GRADE @ CENTERLINE PROP. STORM DRAINAGE (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) EX. WETLANDS PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. R/W PROP. R/WPROP. R/W PROP. R/W R35' R35' R35' NOTES: 1.SEE STORM DRAINAGE PLANS CHAPTER 6 - STORM DRAINAGE FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 - GRADING FOR SITE GRADING INFORMATION. 3.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT, YARD INLETS AT FINISHED GRADE. 4.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 5.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 6.DEVELOPER WILL PROVIDE STREET SIGNS PER UNION COUNTY AND NCDOT STANDARDS. 7.IN ROLLING AND HILLY TERRAIN, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. 8.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 9.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 10.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY INSPECTOR / ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 11.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 12.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF UNION COUNTY, NCDEQ AND NCDOT STANDARDS AND SPECIFICATIONS. 13.ALL YARD INLETS SHALL BE DROP INLET TYPE - SEE DETAILS. 14.ALL RADIUS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.INTERSECTION C/LPENWOOD PLACE AND WEDDINGTONPOINTE DRIVESTA. 00+00.00 (PENWOOD PLACE) =06+33.58 (WEDDINGTON POINTEDRIVE)ELEV. = 634.47'EX. WETLAND SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. SAFETY RAILING WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 ROADWAY PLAN & PROFILE - PENWOOD PLACE 1"=4' FJM SAS ATB C-4.7 10/18/2019 2:27 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-P&P.DWG PROP. SEGMENTAL OR CAST-IN-PLACE RETAINING WALL WITH HANDRAIL TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY LICENSED STRUCTURAL PROFESSIONAL ENGINEER CB-38RIM: 630.5318" INVERT IN: 625.0218" INVERT OUT: 625.02STA: 1+94.63CB-37RIM: 628.4318" INVERT IN: 623.5415" INVERT IN: 623.5718" INVERT OUT: 623.54STA: 3+35.26DCB-36RIM: 627.0218" INVERT IN: 622.2818" INVERT IN: 621.8524" INVERT OUT: 621.78STA: 4+60.99CB-35RIM: 628.1324" INVERT IN: 618.7824" INVERT OUT: 618.78STA: 7+60.50610 615 620 625 630 635 640 645 0+00638.33633.860+50636.81632.941+00634.59632.191+50632.53631.442+00631.05630.692+50630.07629.943+00630.12629.193+50629.19628.444+00628.01627.704+50627.16627.255+00628.73627.575+50628.90628.076+00628.95628.576+50628.62629.077+00627.66629.147+50628.67628.528+00630.08627.818+50631.82627.109+00632.48626.391.00% -2.54 % -1.50%PVI STA. = 0+00.00PVI ELEV = 633.86PVI STA. = 0+16.59PVI ELEV = 633.44LOW PT STA = 4+52.61 LOW PT ELEV = 627.24 PVI STA = 4+45.15 PVI ELEV = 627.02 A.D. = -2.50 K = 30.00 74.92' VC BVCS: 4+07.69BVCE: 627.58EVCS: 4+82.61EVCE: 627.39HIGH PT STA = 6+79.47 HIGH PT ELEV = 629.21 PVI STA = 6+85.68 PVI ELEV = 629.43 A.D. = 2.41 K = 30.00 72.42' VC BVCS: 6+49.47BVCE: 629.06EVCS: 7+21.89EVCE: 628.9118" RCP 18" RCP 24" RCP CB-39RIM: 632.7815" INVERT IN: 628.4618" INVERT OUT: 626.53STA: 0+44.31CB-37ARIM: 628.4315" INVERT OUT: 623.81STA: 3+35.26DCB-36ARIM: 627.0215" INVERT IN: 622.3418" INVERT OUT: 622.09STA: 4+60.9918" RCP CB-37BRIM: 629.6318" INVERT IN: 624.2418" INVERT OUT: 624.24STA: 2+68.9218" RCP 15" RCP CB-36BRIM: 627.8215" INVERT OUT: 623.22STA: 5+49.22SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE90 5,160 sq.ft 91 5,160 sq.ft 92 5,269 sq.ft 129 5,160 sq.ft 140 5,160 sq.ft 149 5,160 sq.ft 131 5,160 sq.ft 134 5,160 sq.ft 136 5,160 sq.ft 147 5,160 sq.ft 170 5,479 sq.ft 146 5,160 sq.ft 148 5,160 sq.ft 153 5,160 sq.ft 155 5,160 sq.ft 130 5,160 sq.ft 133 5,160 sq.ft 132 5,160 sq.ft 138 5,160 sq.ft 135 5,160 sq.ft 137 5,160 sq.ft 139 5,160 sq.ft 145 5,160 sq.ft 150 5,160 sq.ft 151 5,160 sq.ft 152 5,160 sq.ft 154 5,160 sq.ft 156 5,160 sq.ft 175 5,160 sq.ft 176 5,160 sq.ft 177 5,160 sq.ft 178 5,160 sq.ft 179 5,160 sq.ftSUESUESUESUE 172 5,160 sq.ft 169 5,168 sq.ft 180 5,160 sq.ft 171 5,436 sq.ft 174 5,160 sq.ft 173 5,160 sq.ftSUESUESUES U E S U E S U E S U E SU E SUE SUE SUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE 5,160 sq.ft 96 5,160 sq.ft 142 5,160 sq.ft 141 5,160 sq.ft 89 5,161 sq.ft 143 4,951 sq.ft 144 5,152 sq.ft S 1 2 ° 4 6 ' 2 8 . 9 "W 1 8 2 . 4 9 ' R=230.00' L=173.30'S30° 23' 45.3"E 843.37' S30° 23' 45.3"E 843.37' CB-40A RIM: 633.99 CB-39 RIM: 632.78 CB-38 RIM: 630.53 CB-37 RIM: 628.43 CB-35 RIM: 628.13 DCB-36 RIM: 627.02 DCB-36A RIM: 627.02 CB-32A RIM: 625.56 1 5 " RC P 18" RCP 18" RCP24" RCP24" RCP 15" RCP 1 8 " R C P R =S74° 48' 05.4"E 1005.51'CB-40 RIM: 633.99 CB-37A RIM: 628.43 SDESDESDESDESDESDESDESDESDESDESDESDE SDE 1 8 " R C P CB-32B RIM: 626.2400010020030040050060070080090018 " R C P CB-37B RIM: 629.63 18" RC P 15" RCP15" RCP CB-36B RIM: 627.82 610 615 620 625 630 635 640 645 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL EASTCOTT AVENUE (40' PUBLIC R/W) WED DI N GT O N POINTE D RIVE (VARIABLE WI DT H PUBLI C R/ W) R30' R30'40' R/W26' B/B13'22' E/E13'WEDDINGTON POINTE DRIVE STA. = 09+92.15 EASTCOTT AVENUE STA. = 00+00.00 PROP. STORM DRAINAGE (TYP) PROP. 5' SIDEWALK 2'-0" VALLEY CURB (TYP) PROP. 4' PLANTING STRIP (TYP) 2'-0" VALLEY CURB (TYP) PROP. 4' PLANTING STRIP (TYP) PROP. STORM DRAINAGE (TYP) PROP. 5' SIDEWALK PROP. ACCESSIBLE RAMP (TYP) PROP. LOT BOUNDARY (TYP) S E E S H E E T C- 4 . 4 F O R C O N T I N U A T I O N MATCHLINE STA. 9+00SEE SHEET C-4.9 FOR CONTINUATIONS E E S H E E T C - 4 . 4 FO R C O N T I N U A T IO N PROP. EASTCOTT AVENUE 40' PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 25 MPH) (DESIGN SPEED: 30 MPH) PROP. GRADE @ CENTERLINE EX. GRADE @ CENTERLINE PROP. STORM DRAINAGE (TYP) EX. CENTERLINE ELEVATION PROP. CENTERLINE ELEVATION MATCHLINE STA 09+00 - SEE SHEET C-4.9 FOR CONTINUATIONPROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. R/W PROP. R/W PROP. R/W PROP. R/W NOTES: 1.SEE STORM DRAINAGE PLANS CHAPTER 6 - STORM DRAINAGE FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 - GRADING FOR SITE GRADING INFORMATION. 3.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT, YARD INLETS AT FINISHED GRADE. 4.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 5.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 6.DEVELOPER WILL PROVIDE STREET SIGNS PER UNION COUNTY AND NCDOT STANDARDS. 7.IN ROLLING AND HILLY TERRAIN, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. 8.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 9.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 10.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY INSPECTOR / ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 11.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 12.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF UNION COUNTY, NCDEQ AND NCDOT STANDARDS AND SPECIFICATIONS. 13.ALL YARD INLETS SHALL BE DROP INLET TYPE - SEE DETAILS. 14.ALL RADIUS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARYINTERSECTION C/LWEDDINGTON POINTE DRIVE AND EASTCOTT AVENUESTA. 09+92.15 (WEDDINGTON POINTE DRIVE) =00+00.00 (EASTCOTT AVENUE)ELEV. = 633.86'WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 ROADWAY PLAN & PROFILE - EASTCOTT AVENUE 1"=4' FJM SAS ATB C-4.8 10/18/2019 2:27 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-P&P.DWG CB-30RIM: 622.6524" INVERT IN: 616.8215" INVERT IN: 618.2124" INVERT OUT: 616.83STA: 11+47.96610 615 620 625 630 635 640 645 9+00632.48626.399+50632.61625.6910+00632.28624.9810+50631.87624.2711+00630.89623.5711+50630.58622.8612+00 -1.41% 2.36%PVI STA. = 11+83.05PVI ELEV = 622.39PVI STA. = 11+99.16PVI ELEV = 622.7724" RCP CB-31ARIM: 624.9415" INVERT OUT: 620.18STA: 9+86.39CB-30ARIM: 622.6515" INVERT OUT: 618.45STA: 11+47.9636" RCP CB-31RIM: 624.9424" INVERT IN: 619.2515" INVERT IN: 619.9424" INVERT OUT: 619.25STA: 9+86.39SUESUESUESUESUESUESUESUESUESUESUESUESUE124 6,760 sq.ft 125 6,910 sq.ft 157 5,160 sq.ft 158 5,160 sq.ft 159 5,160 sq.ft 160 5,432 sq.ft SUESUESUESUE161 5,217 sq.ft SUESUESUE SUE SUE SUE SUE SUE SUE S30° 23' 45.3"E 843.37' CB-32 RIM: 625.53 CB-31A RIM: 624.94 CB-31 RIM: 624.94 CB-30 RIM: 622.65 CB-30A RIM: 622.65 CB-24 RIM: 622.05 42" RCP18" RCP 24" RCP 24" RCP15" RCP15" RCPS55° 38' 22.9"W71.78'R=310.01'L=103.55'S52° 49' 16.8"W363.60'CB-24A RIM: 622.88 36" RCPCB-32A RIM: 625.56 24" RCP SDE SDESDE18" RCP15" RCP CB-32C RIM: 626.24 CB-32B RIM: 626.24900 10001100S30° 23' 45.3"E 843.37' SCALE: 1" = 40' H & 1" = 4' V 610 615 620 625 630 635 640 610 615 620 625 630 635 640 0+00632.64625.790+50633.00625.921+00633.00626.441+50632.77626.962+00631.76627.492+50 -2.59 % 1.05%PVI STA. = 0+00.00PVI ELEV = 625.79PVI STA. = 0+11.03PVI ELEV = 625.51PVI STA. = 2+13.43PVI ELEV = 627.63CB-32ARIM: 625.5618" INVERT IN: 620.3818" INVERT OUT: 620.38STA: 0+38.58CB-32RIM: 625.5318" INVERT IN: 620.1324" INVERT OUT: 619.63STA: 0+38.5818" RCP CB-32BRIM: 626.2418" INVERT OUT: 621.03STA: 1+03.83CB-32CRIM: 626.2415" INVERT OUT: 621.53STA: 1+03.83SUESUESUESUE SUE SUE SUE SUE SU E SUESUESUESUESUESUESUESUESUE170 5,479 sq.ft 155 157 5,160 sq.ft 156 5,160 sq.ft 158 5,160 sq.ft 159 5,160 sq.ft 160 5,432 sq.ft 163 8,900 sq.ft 167 7,024 sq.ft 161 5,217 sq.ft 165 9,780 sq.ft 162 5,726 sq.ft 166 9,732 sq.ft 164 12,349 sq.ft 169 5,168 sq.ft 168 5,639 sq.ft SUESUESUESUESUESUESUES30° 23' 45.3"E843.37'CB-32 RIM: 625.53 CB-32A RIM: 625.56 CB-31A RIM: 624.94 CB-31 RIM: 624.94 18" RCP15" RCP S55° 38' 22.9"W 71.78' 2 4 " RCPSDE18" RCP 15" RCPCB-32C RIM: 626.24 CB-32B RIM: 626.24000100 200610 615 620 625 630 635 640 645 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL EASTCOTT AVENUE (40' PUBLIC R/W) MAYLEN TRACE (40' PUBLIC R/W)EASTCOTTAVENUE(40' PUBLIC R/W)MAYLEN TRACE(40' PUBLIC R/W)WEDDINGTONPOINTE DRIVE(50' PUBLIC R/W)R30'R30' R30' R30' R30' R30' R35' R35' R35'40' R/W26' B/B13'13'22' B/B40' R/W26' B/B22' E/E13'13'MAYLEN TRACE STA. = 00+00.00 EASTCOTT AVENUE STA. = 09+42.45 WEDDINGTON POINTE DRIVE STA. = 24+06.25 EASTCOTT AVENUE STA. = 11+99.16 MAYLEN TRACE STA. = 00+00.00 EASTCOTT AVENUE STA. = 09+42.45 PROP. PROPERTY LINE (TYP) PROP. STORM DRAINAGE (TYP) 2'-0" VALLEY CURB (TYP) PROP. 5' SIDEWALK PROP. 4' PLANTING STRIP (TYP) PROP. ACCESSIBLE RAMP (TYP) PROP. LOT BOUNDARY (TYP) 2'-0" VALLEY CURB (TYP) PROP. 5' SIDEWALK PROP. 4' PLANTING STRIP (TYP) PROP. ACCESSIBLE RAMP (TYP) PROP. STORM DRAINAGE (TYP)MATCHLINE STA. 9+00SEE SHEET C-4.8 FOR CONTINUATIONSEE THIS SHEET FOR CONTINUATION SEE SHEET C-4.6 FOR CONTINUATION SEE SHEET C-4.6 FOR CONTINUATION SEE THIS SHEET FOR CONTINUATION SEE THIS SHEET FOR CONTINUATION PROP. EASTCOTT AVENUE 40' PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 25 MPH) (DESIGN SPEED: 30 MPH) PROP. GRADE @ CENTERLINE EX. GRADE @ CENTERLINE PROP. STORM DRAINAGE (TYP) EX. CENTERLINE ELEVATION PROP. GRADE @ CENTERLINE EX. GRADE @ CENTERLINE EX. CENTERLINE ELEVATION PROP. CENTERLINE ELEVATION PROP. MAYLEN TRACE 40' PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 25 MPH) (DESIGN SPEED: 30 MPH)INTERSECTION C/LMAYLEN TRACE AND EASTCOTT AVENUESTA. 00+00.00 (MAYLEN TRACE) =09+42.45 (EASTCOTT AVENUE)ELEV. = 625.84'MATCHLINE STA 09+00 - SEE SHEET C-4.8 FOR CONTINUATIONPROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. R/W PROP. R/W PROP. R/W PROP. R/W NOTES: 1.SEE STORM DRAINAGE PLANS CHAPTER 6 - STORM DRAINAGE FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 - GRADING FOR SITE GRADING INFORMATION. 3.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT, YARD INLETS AT FINISHED GRADE. 4.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 5.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 6.DEVELOPER WILL PROVIDE STREET SIGNS PER UNION COUNTY AND NCDOT STANDARDS. 7.IN ROLLING AND HILLY TERRAIN, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. 8.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 9.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 10.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY INSPECTOR / ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 11.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 12.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF UNION COUNTY, NCDEQ AND NCDOT STANDARDS AND SPECIFICATIONS. 13.ALL YARD INLETS SHALL BE DROP INLET TYPE - SEE DETAILS. 14.ALL RADIUS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARYINTERSECTION C/LMAYLEN TRACE AND EASTCOTT AVENUESTA. 00+00.00 (MAYLEN TRACE) =09+42.45 (EASTCOTT AVENUE)ELEV. = 625.84'INTERSECTION C/LWEDDINGTON POINTE DRIVE AND EASTCOTT AVENUESTA. 24+06.25 (WEDDINGTON POINTE DRIVE) =11+99.16 (EASTCOTT AVENUE)ELEV. = 622.77'PROP. CENTERLINE ELEVATION WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 ROADWAY PLAN & PROFILE - EASTCOTT AVENUE & MAYLEN TRACE 1"=4' FJM SAS ATB C-4.9 10/18/2019 2:27 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-P&P.DWG PROP. STORM DRAINAGE (TYP) CB-43RIM: 628.9930" INVERT IN: 617.7518" INVERT IN: 621.5236" INVERT OUT: 617.25STA: 0+81.16CB-44RIM: 630.0330" INVERT IN: 618.5115" INVERT IN: 624.4230" INVERT OUT: 618.51STA: 1+53.90CB-45RIM: 631.4530" INVERT IN: 619.5430" INVERT OUT: 619.54STA: 2+53.65CB-46RIM: 633.7030" INVERT IN: 621.1230" INVERT OUT: 621.12STA: 4+09.46CB-47RIM: 634.0730" INVERT IN: 623.2415" INVERT IN: 628.4630" INVERT OUT: 623.24STA: 6+23.67SCALE: 1" = 40' H & 1" = 4' V 610 615 620 625 630 635 640 645 650 0+00631.06628.060+50632.86628.781+00633.68629.491+50635.07630.212+00636.29630.922+50636.79631.643+00636.67632.353+50636.11633.064+00635.77633.784+50635.64634.495+00635.89635.125+50636.18635.056+00635.69634.556+50634.66634.057+00633.14633.551.43% -1.00%PVI STA. = 0+00.00PVI ELEV = 628.06HIGH PT STA = 5+20.38 HIGH PT ELEV = 635.19 PVI STA = 5+13.95 PVI ELEV = 635.41 A.D. = 2.43 K = 30.00 72.87' VC BVCS: 4+77.51BVCE: 634.89EVCS: 5+50.38EVCE: 635.0418" RCP 30" RCP 30" RCP 30" RCP 30" RCP 30" RCP 30" CLASS IV CB-48RIM: 633.5230" INVERT IN: 623.7415" INVERT IN: 624.2430" INVERT OUT: 623.74STA: 6+73.95CB-44ARIM: 630.0215" INVERT OUT: 624.66STA: 1+53.90CB-47ARIM: 634.0715" INVERT OUT: 628.70STA: 6+23.6830" RCP SDMH-47ARIM: 634.7930" INVERT IN: 621.8630" INVERT OUT: 621.86STA: 4+85.8336" CLASS IV SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SU E SUES U E SU E SUE SUE SUE SUE SUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE 181 8,530 sq.ft 182 7,155 sq.ft 183 7,155 sq.ft 184 7,166 sq.ft185 7,355 sq.ft 186 7,418 sq.ft 187 7,336 sq.ft188 7,186 sq.ft 194 8,753 sq.ft 202 7,155 sq.ft 189 7,155 sq.ft 190 8,023 sq.ft 191 7,203 sq.ft 192 7,428 sq.ft 193 7,798 sq.ft 201 7,151 sq.ft 200 7,616 sq.ft 199 8,587 sq.ft R =3 0 0 .0 0 ' L =8 0 .2 3 'S43° 00' 55.9"E 123.05' S58° 20 ' 2 0 . 3 " E 89.57' R =3 0 0 .0 0 ' L =8 0 .2 3 ' S43° 00' 55.9"E 35.39' R=230.00' L=156.18' S 0 4 ° 0 6 ' 3 5 . 9 " E 5 7 . 7 4 ' CB-47A RIM: 634.07 CB-47 RIM: 634.07 CB-46 RIM: 633.70 CB-45 RIM: 631.45 CB-44 RIM: 630.03 CB-44A RIM: 630.02 CB-43 RIM: 628.99 DCB-43A RIM: 627.31 30" RCP 30" RCP 30" R C P 36" RCP18 " R C P 15" RCP15" RCP30" RCP 3 6 " C L A S S I V CB-48 RIM: 633.52 1 5 " R C P SDMH-52 RIM: 636.08 FES-54 RIM: 631.46 SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESD E SD E SDESDESDESDESDESDESDESDE30" RCP SDMH-47A RIM: 634.79 30" RCP000 100200300400500600700610 615 620 625 630 635 640 645 650 SUE SUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUE181 8,530 sq.ft 202 7,155 sq.ft 203 7,155 sq.ft 204 7,155 sq.ft 225 9,654 sq.ftR/WR/WR/WR/WTCB-48B RIM: 633.39 30" CLASS IV30" RCPS43° 00' 56.0"E621.05'N47° 02' 29.6"E 237.53'36" CLASS IV 30" RCP 30" RCPFES-51 RIM: 633.21 CB-48A RIM: 633.39 15" CLASS IVCB-48 RIM: 633.52 15" RCP SDMH-53 RIM: 633.45 SDMH-52 RIM: 636.08 SDESDESDESDESDESDESDESDESDESDESD E000 100200HW-6 RIM: 636.53 15" CLASS IV HW-5 RIM: 636.94 CB-48ARIM: 633.3915" INVERT IN: 624.6515" INVERT OUT: 624.65STA: 1+96.50SCALE: 1" = 40' H & 1" = 4' V 615 620 625 630 635 640 645 650 615 620 625 630 635 640 645 650 0+00638.18638.200+50639.48637.071+00638.24635.941+50636.71634.812+00634.33633.672+50 -2.27% 2.50%PVI STA. = 0+00.00PVI ELEV = 638.20PVI STA. = 2+26.53PVI ELEV = 633.07PVI STA. = 2+37.53PVI ELEV = 633.35CB-48BRIM: 633.3915" INVERT OUT: 624.99STA: 1+96.50SDMH-52RIM: 636.0830" INVERT IN: 629.3130" INVERT OUT: 629.31STA: 0+93.8130" RCP SDMH-53RIM: 633.4530" INVERT IN: 628.1536" INVERT OUT: 628.15STA: 2+10.0330" CLASS IV 15" CLASS IV 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCA O L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL GLENFORD DRIVE (50' PUBLIC R/W) YEARD E N L A N E (40' PU B L I C R / W )YEARDEN LANE(40' PUBLIC R/W)R30' R30' R30' R30' R35' R35' R35'50' R/W36' B/B18'18'32' E/E40' R/W26' B/B13'13'22' E/EGLENFORD DRIVE STA. = 02+38.00 YEARDEN LANE STA. = 07+20.00 PROP. LOT BOUNDARY (TYP) PROP. 5' SIDEWALK PROP. ACCESSIBLE RAMP (TYP) PROP. STORM DRAINAGE (TYP)PROP. STORM DRAINAGE (TYP) PROP. STORM DRAINAGE (TYP) PROP. ACCESSIBLE RAMP (TYP) 2'-0" VALLEY CURB (TYP) PROP. 4' PLANTING STRIP (TYP) 2'-0" VALLEY CURB (TYP) PROP. 4' PLANTING STRIP (TYP) 2'-0" VALLEY CURB (TYP) PROP. 4' PLANTING STRIP (TYP) PROP. 5' SIDEWALK PROP. 5' SIDEWALK PROP. LOT BOUNDARY (TYP) PROP. LOT BOUNDARY (TYP) BMP EX. STREAM BUFFER EX. POND WEDDINGTON ROADN.C.HWY 84(FUTURE 100' PUBLIC R/W)MATCHLINE STA. 7+00SEE SHEET C-4.11 FOR CONTINUATIONSEE THIS SHEET FOR CONTINUATION SEE SHEET C-4.11 FOR CONTINUATION PROP. GLENFORD DRIVE 50' PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 30 MPH) (DESIGN SPEED: 25 MPH)PROP. YEARDEN LANE 40' PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 25 MPH) (DESIGN SPEED: 30 MPH) PROP. GRADE @ CENTERLINE EX. GRADE @ CENTERLINE PROP. STORM DRAINAGE (TYP) EX. CENTERLINE ELEVATION PROP. CENTERLINE ELEVATION PROP. GRADE @ CENTERLINE EX. GRADE @ CENTERLINE PROP. STORM DRAINAGE (TYP) EX. CENTERLINE ELEVATION PROP. CENTERLINE ELEVATION MATCHLINE STA 07+00 - SEE SHEET C-4.11 FOR CONTINUATIONPROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. R/W PROP. R/W PROP. R/W PROP. R/W PROP. R/W NOTES: 1.SEE STORM DRAINAGE PLANS CHAPTER 6 - STORM DRAINAGE FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 - GRADING FOR SITE GRADING INFORMATION. 3.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT, YARD INLETS AT FINISHED GRADE. 4.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 5.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 6.DEVELOPER WILL PROVIDE STREET SIGNS PER UNION COUNTY AND NCDOT STANDARDS. 7.IN ROLLING AND HILLY TERRAIN, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. 8.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 9.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 10.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY INSPECTOR / ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 11.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 12.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF UNION COUNTY, NCDEQ AND NCDOT STANDARDS AND SPECIFICATIONS. 13.ALL YARD INLETS SHALL BE DROP INLET TYPE - SEE DETAILS. 14.ALL RADIUS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARYINTERSECTION C/LWEDDINGTON ROAD AND GLENFORD DRIVESTA. 00+00.00 (GLENFORD DRIVE) =ELEV. = 638.20'INTERSECTION C/LYEARDEN LANE AND GLENFORD DRIVESTA. 07+20.00 (YEARDEN LANE) =02+38.00 (GLENFORD DRIVE)ELEV. = 633.35'WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 ROADWAY PLAN & PROFILE - GLENFORD DRIVE & YEARDEN LANE 1"=4' FJM SAS ATB C-4.10 10/18/2019 2:27 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-P&P.DWG 12.50' PROP. R/W EX. R/W TO BE ABANDONED PROP. CLUSTER MAILBOXES PROP. SUBDIVISION SIGNAGE (TYP) R30' DCB-49RIM: 632.3924" INVERT IN: 625.5524" INVERT IN: 627.7630" INVERT OUT: 625.05STA: 8+04.33CB-50RIM: 638.4218" INVERT IN: 632.8915" INVERT IN: 633.1324" INVERT OUT: 630.52STA: 11+95.12PROFILE - ROAD 10 SCALE: 1" = 40' H & 1" = 4' V 610 615 620 625 630 635 640 645 650 7+00633.14633.557+50630.82633.058+00630.03632.648+50630.97632.949+00632.70633.769+50634.48634.5910+00636.00635.4210+50637.66636.2511+00639.36637.0811+50641.00637.9112+00642.06638.7412+50642.97639.5713+00643.98640.4013+50 1.66%PVI STA. = 13+00.00PVI ELEV = 640.40LOW PT STA = 8+06.77 LOW PT ELEV = 632.63 PVI STA = 8+16.65 PVI ELEV = 632.38 A.D. = -2.66 K = 30.00 79.76' VC BVCS: 7+76.77BVCE: 632.78EVCS: 8+56.53EVCE: 633.0424" RCP CB-50ARIM: 638.4215" INVERT IN: 633.3818" INVERT OUT: 633.13STA: 11+95.1230" CLASS IV 15" INVERT IN: 624.2430" INVERT OUT: 623.74DCB-49ARIM: 632.3915" INVERT IN: 628.4724" INVERT OUT: 628.00STA: 8+04.3324" RCP CB-49CRIM: 634.9015" INVERT OUT: 630.04STA: 9+83.12CB-49BRIM: 634.9024" INVERT IN: 628.4015" INVERT IN: 629.8024" INVERT OUT: 627.33STA: 9+83.1215" RCP CB-50DRIM: 639.9115" INVERT OUT: 634.05STA: 12+84.0415" RCP SDMH-50CRIM: 639.0115" INVERT IN: 633.4915" INVERT OUT: 633.49STA: 12+31.5115" RCP CB-49AARIM: 633.2415" INVERT OUT: 629.25STA: 8+82.10SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE7,155 sq.ft 203 7,155 sq.ft 204 7,155 sq.ft 205 7,155 sq.ft 206 7,155 sq.ft 207 7,155 sq.ft 208 7,155 sq.ft 209 7,155 sq.ft 210 7,155 sq.ft 211 7,300 sq.ft 212 7,867 sq.ft 213 13,236 sq.ft 214 13,121 sq.ft 215 12,371 sq.ft 216 11,611 sq.ft 217 7,867 sq.ft 218 7,300 sq.ft 219 7,155 sq.ft 220 7,155 sq.ft 221 7,155 sq.ft 222 7,155 sq.ft 223 7,155 sq.ft 224 8,100 sq.ft 225 9,654 sq.ft CB-50A RIM: 638.42 CB-50 RIM: 638.42 DCB-49A RIM: 632.39 DCB-49 RIM: 632.39 CB-48B RIM: 633.39 CB-48A RIM: 633.39 18" RCP24" RCP 24" CLASS IV S43° 00' 56.0"E 621.05'30" RCP36" CLASS IV 15" CLASS IV SDMH-53 RIM: 633.45 30" CLASS IV 15" R C P CB-50D RIM: 639.91 24" RCP 15" RCPCB-49B RIM: 634.90 CB-49C RIM: 634.90 15" RCP SDMH-50C RIM: 639.01700800900100011001200 13001300CB-50B RIM: 639.35 15" RC P 15" RCP CB-49AA RIM: 633.24 610 615 620 625 630 635 640 645 650 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL YEARDEN LANE (40' PUBLIC R/W)GLENFORDDRIVE(PUBLIC 50' R/W)40' R/W26' B/B13'13'22' E/EYEARDEN LANE STA. = 07+20.00 GLENFORD DRIVE STA. = 02+38.00 2'-0" VALLEY CURB (TYP) PROP. 5' SIDEWALK PROP. LOT BOUNDARY (TYP) PROP. ACCESSIBLE RAMP PROP. STORM DRAINAGE (TYP) PROP. LOT BOUNDARY (TYP) PROP. 4' PLANTING STRIP (TYP) PROP. 4' PLANTING STRIP (TYP) PROP. 5' SIDEWALK MATCHLINE STA. 7+00SEE SHEET C-4.10 FOR CONTINUATIONSEE SHEET C-4.10 FOR CONTINUATION PROP. YEARDEN LANE 40' PUBLIC RIGHT-OF-WAY 1" = 40' HORIZONTAL 1" = 4' VERTICAL (POSTED SPEED: 25 MPH DESIGN SPEED: 30 MPH) PROP. GRADE @ CENTERLINE EX. GRADE @ CENTERLINE PROP. STORM DRAINAGE (TYP) EX. CENTERLINE ELEVATION PROP. CENTERLINE ELEVATION MATCHLINE STA 07+00 - SEE SHEET C-4.10 FOR CONTINUATIONPROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) R30' R35' R35' R35' PROP. R/W PROP. R/W PROP. R/W NOTES: 1.SEE STORM DRAINAGE PLANS CHAPTER 6 - STORM DRAINAGE FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 - GRADING FOR SITE GRADING INFORMATION. 3.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT, YARD INLETS AT FINISHED GRADE. 4.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 5.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 6.DEVELOPER WILL PROVIDE STREET SIGNS PER UNION COUNTY AND NCDOT STANDARDS. 7.IN ROLLING AND HILLY TERRAIN, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. 8.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 9.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 10.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY INSPECTOR / ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 11.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 12.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF UNION COUNTY, NCDEQ AND NCDOT STANDARDS AND SPECIFICATIONS. 13.ALL YARD INLETS SHALL BE DROP INLET TYPE - SEE DETAILS. 14.ALL RADIUS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. SYMBOL LEGEND EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARYINTERSECTION C/LYEARDEN LANE AND GLENFORD DRIVESTA. 07+20.00 (YEARDEN LANE) =02+38.00 (GLENFORD DRIVE)ELEV. = 633.35'WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 ROADWAY PLAN & PROFILE - YEARDEN LANE 1"=4' FJM SAS ATB C-4.11 10/18/2019 2:28 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-P&P.DWG 625 630 635 640 645 0+00636.07634.930+50637.85635.801+00638.63636.521+50638.08637.702+00 625 630 635 640 645 0+00636.07634.930+50634.78636.851+00634.00637.131+50633.87636.192+00634.22636.352+50634.94636.633+00634.93636.773+50 10016600010020030033811 6,360 sq.ft 12 6,360 sq.ft 13 6,360 sq.ft 38 7,486 sq.ft 34 6,360 sq.ft 35 6,360 sq.ft 36 6,360 sq.ft 10 6,591 sq.ft 37 7,220 sq.ft 33 6,360 sq.ft SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUE79 6,360 sq.ftSUESUESUESUES U E SUE SUE SUE SUE SUE SUE S U E SUE SUE SUE SUE SUE 79 10 11 12 13 33 34 35 36 37 38 78 8,245 sq.ft 78 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE DRIVE - WALKERS RUN DRIVE SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 30 MPH EXISTING GROUND PROPOSED GROUND 3.5' (TYP) 3.5' (TYP) 3.5' (TYP) RIGHT TURN SIGHT DISTANCE = 338'LEFT TURN SIGHT DISTANCE = 166' EX. GRADE AT LOS PROP. GRADE AT LOS LINE OF SIGHT LINE OF SIGHT WALKERS RUN DRIVE (VARIABLE WIDTH PUBLIC R/W) ROAD CENTERLINE (TYP.) LINE OF SIGHT LINE OF SIGHT WEDDINGTON POINTE DRIVE(50' PUBLIC R/W)PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)AIRPORT ROAD(60' PUBLIC R/W)WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 INTERSECTION SIGHT DISTANCE 1"=4' FJM ATB ATB C-4.12 10/18/2019 2:28 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG LINE OF SIGHT PROP. SUBDIVISION SIGNAGE (TYP) 625 630 635 640 645 0+00634.67634.670+50633.79633.791+00634.22634.221+50634.53634.532+00635.06635.062+50635.43635.433+00 625 630 635 640 645 0+00634.67635.810+50635.78636.521+00636.81635.531+50637.84634.862+00638.00634.052+50638.00633.743+00637.24633.913+50634.67634.384+00 000100200286100200300395SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE38 7,486 sq.ft 64 8,009 sq.ft 62 7,533 sq.ft 63 7,812 sq.ft 66 8,297 sq.ft 65 8,206 sq.ft 37 7,220 sq.ft 39 7,667 sq.ft 40 7,742 sq.ft SUESUESUESUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE 79 6,360 sq.ft 80 6,360 sq.ft 81 6,360 sq.ft 82 6,360 sq.ft 83 6,360 sq.ft 84 6,360 sq.ft 85 6,360 sq.ft 86 6,360 sq.ft 87 6,360 sq.ft 88 6,360 sq.ft SUESUESUE SUESUESUESUESUE79 80 81 82 83 84 85 86 87 88 62 63 64 65 66 37 38 39 40 78 8,245 sq.ft 78 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) 3.5' (TYP) 3.5' (TYP) MARKFIELD LANE - WEDDINGTON POINTE DRIVE SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 35 MPH EXISTING GROUND PROPOSED GROUND RIGHT TURN SIGHT DISTANCE = 286'LEFT TURN SIGHT DISTANCE = 395' EX. GRADE AT LOS PROP. GRADE AT LOS LINE OF SIGHT LINE OF SIGHT WEDDINGTON POINTE DRIVE (50' PUBLIC R/W) ROAD CENTERLINE (TYP.) LINE OF SIGHT LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)PENWOODPLACE(40' PUBLIC R/W)MARKFIELDLANE(40' PUBLIC R/W)WALKERS RUN DRIVE(VARIABLE WIDTH PUBLIC R/W)WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 INTERSECTION SIGHT DISTANCE 1"=4' FJM ATB ATB C-4.13 10/18/2019 2:28 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG LINE OF SIGHT 625 630 635 640 645 0+00635.74637.500+50635.17637.831+00635.00637.091+50634.67636.602+00634.33635.962+50634.14635.733+00634.36635.423+50 625 630 635 640 645 0+00635.74637.500+50635.88638.851+00636.09638.771+50635.87638.942+00636.11639.242+50636.05639.423+00636.12639.733+50 SUESUESUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE4 6,360 sq.ft 11 6,360 sq.ft 12 6,360 sq.ft 28 6,360 sq.ft 9 6,611 sq.ft 13 6,360 sq.ft 38 7,486 sq.ft 34 6,360 sq.ft 32 6,360 sq.ft 31 6,360 sq.ft 35 6,360 sq.ft 36 6,360 sq.ft 2 6,360 sq.ft 3 6,360 sq.ft 8 6,360 sq.ft 6 6,360 sq.ft 5 6,360 sq.ft 7 6,360 sq.ft 10 6,591 sq.ft 26 8,175 sq.ft 27 7,822 sq.ft 29 6,360 sq.ft 30 6,360 sq.ft 37 7,220 sq.ft 33 6,360 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE2345678910111213 26 27 282930313233343536 37 38 1002003003370001002003003350 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) 3.5' (TYP) 3.5' (TYP) PORTERS LANE - WALKERS RUN DRIVE SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 30 MPH EXISTING GROUND PROPOSED GROUND RIGHT TURN SIGHT DISTANCE = 335'LEFT TURN SIGHT DISTANCE = 337' EX. GRADE AT LOS PROP. GRADE AT LOS LINE OF SIGHT LINE OF SIGHT WALKERS RUN DRIVE (VARIABLE WIDTH PUBLIC R/W) ROAD CENTERLINE (TYP.) LINE OF SIGHT LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)FOXCROFT DRIVE(40' PUBLIC R/W)WEDDINGTON POINTE DRIVE(50' PUBLIC R/W)PORTERS LANE(40' PUBLIC R/W)WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 INTERSECTION SIGHT DISTANCE 1"=4' FJM ATB ATB C-4.14 10/18/2019 2:28 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG LINE OF SIGHT 630 635 640 645 650 0+00636.91639.990+50637.49641.251+00637.98641.351+50638.80641.512+00 630 635 640 645 650 0+00636.91639.990+50636.49641.321+00636.34639.991+50636.08639.502+00635.70638.832+50635.52638.603+00635.86638.323+50 SUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUE4 6,360 sq.ft 11 6,360 sq.ft 22 6,360 sq.ft 21 6,360 sq.ft 28 6,360 sq.ft 9 6,611 sq.ft 25 8,448 sq.ft 34 6,360 sq.ft 32 6,360 sq.ft 31 6,360 sq.ft 2 6,360 sq.ft 3 6,360 sq.ft 1 6,360 sq.ft 8 6,360 sq.ft 6 6,360 sq.ft 5 6,360 sq.ft 7 6,360 sq.ft 10 6,591 sq.ft 23 6,812 sq.ft 26 8,175 sq.ft 27 7,822 sq.ft 29 6,360 sq.ft 30 6,360 sq.ft 33 6,360 sq.ft SUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUES U E SUE SUE 1 2 3 4 5 6 7 8 9 10 11 21 22 23 25 26 27 28 29 30 31 32 33 34 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WXXXXXXXXXXX0001001591002003003400 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) 3.5' (TYP) 3.5' (TYP) FOXCROFT DRIVE - WALKERS RUN DRIVE SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 30 MPH EXISTING GROUND PROPOSED GROUND RIGHT TURN SIGHT DISTANCE = 159'LEFT TURN SIGHT DISTANCE = 340' EX. GRADE AT LOS PROP. GRADE AT LOS LINE OF SIGHT LINE OF SIGHT WALKERS RUN DRIVE (VARIABLE WIDTH PUBLIC R/W) ROAD CENTERLINE (TYP.) LINE OF SIGHT LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)WEDDINGTON ROAD(FUTURE 100' PUBLIC R/W)MARKFIELD LANE(40' PUBLIC R/W)MARKFIELDLANE(40' PUBLIC R/W)WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 INTERSECTION SIGHT DISTANCE 1"=4' FJM ATB ATB C-4.15 10/18/2019 2:28 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG LINE OF SIGHT 625 630 635 640 645 650 0+00635.39639.640+50635.86640.431+00636.35639.381+50636.81639.242+00637.02639.602+50636.95640.193+00 625 630 635 640 645 650 0+00635.39639.640+50634.97641.151+00634.73641.121+50634.29641.232+00632.23641.922+50 SUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUE4 6,360 sq.ft 14 6,952 sq.ft 15 6,363 sq.ft 6,360 sq.ft 6,360 sq.ft6,360 sq.ft19 6,360 sq.ft 24 8,609 sq.ft 25 8,448 sq.ft 50 7,532 sq.ft 2 6,360 sq.ft 3 6,360 sq.ft 5 6,360 sq.ft 16 6,360 sq.ft 17 6,360 sq.ft 18 6,360 sq.ft 26 8,175 sq.ft 27 7,822 sq.ft 51 6,360 sq.ft SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUE2 3 4 5 14 15 16 17 18 19 24 25 26 27 50 51 0001002002141002002750 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) 3.5' (TYP) 3.5' (TYP) MARKFIELD LANE - FOXCROFT DRIVE SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 30 MPH EXISTING GROUND PROPOSED GROUND RIGHT TURN SIGHT DISTANCE = 214'LEFT TURN SIGHT DISTANCE = 275' EX. GRADE AT LOS PROP. GRADE AT LOS LINE OF SIGHT LINE OF SIGHT FOXCROFT DRIVE (40' PUBLIC R/W) ROAD CENTERLINE (TYP.) LINE OF SIGHT LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.)PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)MARKFIELD LANE(40' PUBLIC R/W)WALKERS RUN DRIVE(VARIABLE WIDTH PUBLIC R/W)WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 INTERSECTION SIGHT DISTANCE 1"=4' FJM ATB ATB C-4.16 10/18/2019 2:28 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG LINE OF SIGHT 620 625 630 635 640 645 0+00634.86634.170+50637.11634.771+00638.00634.341+50638.00634.382+00637.93634.862+50636.94635.333+00636.15635.643+50634.93636.244+00 620 625 630 635 640 645 0+00634.86634.170+50630.82633.591+00629.99635.521+50631.97635.632+00634.77635.052+50636.59634.703+00637.58634.353+50638.31633.864+00 SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE64 8,009 sq.ft 62 7,533 sq.ft 63 7,812 sq.ft 66 8,297 sq.ft 65 8,206 sq.ft 40 7,742 sq.ft 91 5,160 sq.ft 92 5,269 sq.ft SUE SUE SUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUE80 6,360 sq.ft 81 6,360 sq.ft 82 6,360 sq.ft 83 6,360 sq.ft 84 6,360 sq.ft 85 6,360 sq.ft 86 6,360 sq.ft 87 6,360 sq.ft 88 6,360 sq.ft 93 5,160 sq.ft 94 5,160 sq.ft 95 5,160 sq.ft 96 5,160 sq.ft 97 5,161 sq.ft 98 5,193 sq.ft 80 81 82 83 84 85 86 87 88 93 94 95 96 97 98 62 63 64 65 66 91 92 40 0001002003003901002003003950 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) 3.5' (TYP)3.5' (TYP) PENWOOD PLACE - WEDDINGTON POINTE DRIVE SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 35 MPH EXISTING GROUND PROPOSED GROUND RIGHT TURN SIGHT DISTANCE = 390'LEFT TURN SIGHT DISTANCE = 395' EX. GRADE AT LOS PROP. GRADE AT LOS LINE OF SIGHT LINE OF SIGHT WEDDINGTON POINTE DRIVE (50' PUBLIC R/W) ROAD CENTERLINE (TYP.) LINE OF SIGHT LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)EASTCOTTAVENUE(40' PUBLIC R/W)PENWOODPLACE(40' PUBLIC R/W)MARKFIELDLANE(40' PUBLIC R/W)WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 INTERSECTION SIGHT DISTANCE 1"=4' FJM ATB ATB C-4.17 10/18/2019 2:28 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG LINE OF SIGHT 615 620 625 630 635 640 0+00632.86625.620+50632.80628.031+00631.91627.451+50630.11627.942+00627.85628.562+50627.38629.093+00628.19628.863+50 615 620 625 630 635 640 0+00632.86625.620+50632.48626.431+00632.11624.371+50630.93623.332+00630.40622.832+50631.05622.803+00 SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE124 6,760 sq.ft 125 6,910 sq.ft 5,160 sq.ft 170 5,479 sq.ft 153 5,160 sq.ft 155 5,160 sq.ft 157 5,160 sq.ft 150 5,160 sq.ft 151 5,160 sq.ft 152 5,160 sq.ft 154 5,160 sq.ft 156 5,160 sq.ft 158 5,160 sq.ft 159 5,160 sq.ft 160 5,432 sq.ft 175 5,160 sq.ft5,160 sq.ft 163 8,900 sq.ft SUESUESUESUESUESUESUESUESUESUE172 5,160 sq.ft 167 7,024 sq.ft 161 5,217 sq.ft 162 5,726 sq.ft 166 169 5,168 sq.ft 168 5,639 sq.ft 171 5,436 sq.ft 174 5,160 sq.ft 173 5,160 sq.ft SUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE 161 162 163 166 167 168 169 171172173174 152 153 154 155 156 157 158 159 160170 175 124 125 150 151 0001002003003381002002510 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) 3.5' (TYP) 3.5' (TYP) MAYLEN TRACE - EASTCOTT AVENUE SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 30 MPH EXISTING GROUND PROPOSED GROUND RIGHT TURN SIGHT DISTANCE = 338'LEFT TURN SIGHT DISTANCE = 251' EX. GRADE AT LOS PROP. GRADE AT LOS LINE OF SIGHT LINE OF SIGHT EASTCOTT AVENUE (40' PUBLIC R/W) ROAD CENTERLINE (TYP.) LINE OF SIGHT LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)WEDDINGTON POINTE DRIVE(50' PUBLIC R/W)MAYLEN TRACE(40' PUBLIC R/W)WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 INTERSECTION SIGHT DISTANCE 1"=4' FJM ATB ATB C-4.18 10/18/2019 2:28 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG LINE OF SIGHT 615 620 625 630 635 640 0+00630.28622.580+50634.00623.671+00634.00623.701+50633.96623.872+00634.00624.562+50632.49625.193+00 615 620 625 630 635 640 0+00630.28622.580+50629.691+00628.93623.471+50628.03621.082+00627.81620.092+50627.32619.703+00626.13618.913+50622.86618.324+00 SUESUESUESUESUESUESUESUESUESUESUESUESUE122 6,212 sq.ft 124 6,760 sq.ft 125 6,910 sq.ft 123 6,486 sq.ft 126 160 5,432 sq.ft 163 8,900 sq.ftSUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUE161 5,217 sq.ft 162 5,726 sq.ftSUESUESUESUESUESUESUESUESUESUESUESUESUE120 5,160 sq.ft 121 5,866 sq.ft 120 121 161 162 163 160 122 123 124 125 126 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WXXXXXXXX1002003003870001002002990 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) 3.5' (TYP) 3.5' (TYP) EASTCOTT AVENUE - WEDDINGTON POINTE DRIVE SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 35 MPH EXISTING GROUND PROPOSED GROUND RIGHT TURN SIGHT DISTANCE = 299'LEFT TURN SIGHT DISTANCE = 387' EX. GRADE AT LOS PROP. GRADE AT LOS LINE OF SIGHT LINE OF SIGHT WEDDINGTON POINTE DRIVE (50' PUBLIC R/W) ROAD CENTERLINE (TYP.) LINE OF SIGHT LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)WEDDINGTON ROAD(FUTURE 100' PUBLIC R/W)EASTCOTTAVENUE(40' PUBLIC R/W)WEDDINGTON POINTE DRIVE(50' PUBLIC R/W)WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 INTERSECTION SIGHT DISTANCE 1"=4' FJM ATB ATB C-4.19 10/18/2019 2:28 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG LINE OF SIGHT 620 625 630 635 640 645 0+00637.10632.940+50637.14635.751+00636.68635.141+50634.96635.312+00632.69635.652+50630.00635.493+00630.46634.753+50633.58634.354+00 620 625 630 635 640 645 0+00637.10632.940+50636.29633.151+00637.63632.811+50638.65632.262+00638.88631.722+50638.32631.213+00638.09630.183+50637.61629.844+00 SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE90 5,160 sq.ft 66 8,297 sq.ft 91 5,160 sq.ft 92 5,269 sq.ft SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SU E S U E S U E S U E S U E S U E S U E S U E S U ESUESUESUESUESUESUESUESUESUESUESUESUE SUE88 6,360 sq.ft 93 5,160 sq.ft 94 5,160 sq.ft 95 5,160 sq.ft 96 5,160 sq.ft 104 5,160 sq.ft 105 5,160 sq.ft 106 5,160 sq.ft 107 5,160 sq.ft 108 5,160 sq.ft 142 5,160 sq.ft 141 5,160 sq.ft 97 5,161 sq.ft 98 5,193 sq.ft 99 6,273 sq.ft 100 8,195 sq.ft 101 6,802 sq.ft 102 5,195 sq.ft 103 5,161 sq.ft 89 5,161 sq.ft 88 93 94 95 96 104 105 106 107 108 141 142 97 98 99 100 101 102 103 89 66 90 91 92 XXX 0001002003003931002003003540 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP)3.5' (TYP) 3.5' (TYP) EASTCOTT AVENUE - WEDDINGTON POINTE DRIVE SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 35 MPH EXISTING GROUND PROPOSED GROUND RIGHT TURN SIGHT DISTANCE = 393'LEFT TURN SIGHT DISTANCE = 354' EX. GRADE AT LOS PROP. GRADE AT LOS LINE OF SIGHT LINE OF SIGHT WEDDINGTON POINTE DRIVE (50' PUBLIC R/W) ROAD CENTERLINE (TYP.) LINE OF SIGHT LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)EASTCOTTAVENUE(40' PUBLIC R/W)PENWOODPLACE(40' PUBLIC R/W)WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 INTERSECTION SIGHT DISTANCE 1"=4' FJM ATB ATB C-4.20 10/18/2019 2:28 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG LINE OF SIGHT 620 625 630 635 640 645 0+00633.77633.420+50635.76635.271+00637.25635.521+50638.08635.032+00638.11635.912+50637.18635.313+00636.13634.133+50 620 625 630 635 640 645 0+00633.77633.420+50631.18633.691+00630.56632.851+50631.62633.412+00633.55633.952+50635.20634.923+00636.86635.823+50 SUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUE181 8,530 sq.ft 182 7,155 sq.ft 183 7,155 sq.ft 184 7,166 sq.ft185 7,355 sq.ft186 7,418 sq.ft 7,336 sq.ft 202 7,155 sq.ft 203 7,155 sq.ft 204 7,155 sq.ft 205 7,155 sq.ft 206 7,155 sq.ft 207 7,155 sq.ft 208 7,155 sq.ft 209 7,155 sq.ft 7,155 sq.ft 219 7,155 sq.ft 220 7,155 sq.ft 221 7,155 sq.ft 222 7,155 sq.ft 223 7,155 sq.ft 224 8,100 sq.ft 225 9,654 sq.ft 181182183184 185 186 202 203 204 205 206 207 208 209 219220221222223224225 R/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W 0001002003003331002003003370 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) 3.5' (TYP) 3.5' (TYP) ROAD 9 - ROAD 10 SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 30 MPH EXISTING GROUND PROPOSED GROUND RIGHT TURN SIGHT DISTANCE = 333'LEFT TURN SIGHT DISTANCE = 337' EX. GRADE AT LOS PROP. GRADE AT LOS LINE OF SIGHT LINE OF SIGHT YEARDEN LANE (40' PUBLIC R/W) ROAD CENTERLINE (TYP.) LINE OF SIGHT LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)GLENFORDDRIVE(50' PUBLIC R/W)PROPERTY BOUNDARY (TYP.) WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 INTERSECTION SIGHT DISTANCE 1"=4' FJM ATB ATB C-4.21 10/18/2019 2:29 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG LINE OF SIGHT 625 630 635 640 645 0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+00 37 7,220 sq.ftSUESUESUESUESUESUESUESUESUESUESUESUE37 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 0001002003004005006006300 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) WALKERS RUN DRIVE - AIRPORT ROAD SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 60 MPH EXISTING GROUND PROPOSED GROUND RIGHT TURN SIGHT DISTANCE = 630' EX. GRADE AT LOS LINE OF SIGHT AIRPORT R O A D (60' PUB L I C R / W ) ROAD CENTERLINE (TYP.) LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)WALKERS RUN DRIVE(VARIABLE WIDTH PUBLIC R/W)PROPERTY BOUNDARY (TYP.) WEDDINGTON PO I N T E D R I V E (VARIABLE WIDT H P U B L I C R / W ) WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 INTERSECTION SIGHT DISTANCE 1"=4' FJM ATB ATB C-4.22 10/18/2019 2:29 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG LINE OF SIGHT 3.5' (TYP)MATCHLINE - SEE SHEET C-4.23 FOR CONTINUATIONNOTES: 1.OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS REQURED PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED, AN EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE. 625 630 635 640 645 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 SUESUESUE79 6,360 sq.ft 80 6,360 sq.ft 81 6,360 sq.ft 82 6,360 sq.ft 83 6,360 sq.ft 84 6,360 sq.ft 85 6,360 sq.ft 86 6,360 sq.ft 87 6,360 sq.ft 88 79 80 81 82 83 84 85 86 87 88 78 8,245 sq.ft 78 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W ST ST ST ST R/W0001002003004005006006700 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) WALKERS RUN DRIVE - AIRPORT ROAD SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 60 MPH EXISTING GROUND PROPOSED GROUND LEFT TURN SIGHT DISTANCE = 670' EX. GRADE AT LOS LINE OF SIGHT AIRPORT ROAD (60' PUBLIC R/W) ROAD CENTERLINE (TYP.) LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)WALKERS RUN DRIVE(VARIABLE WIDTH PUBLIC R/W)PROPERTY BOUNDARY (TYP.) WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 INTERSECTION SIGHT DISTANCE 1"=4' FJM ATB ATB C-4.23 10/18/2019 2:29 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG MATCHLINE - SEE SHEET C-4.22 FOR CONTINUATIONLINE OF SIGHT 3.5' (TYP) NOTES: 1.OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS REQURED PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED, AN EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE. 605 610 615 620 625 630 0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+50 SUESUESUESUESUESUESUESUER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WFH WV R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WXXXXXXXXX X X X X X X X X X X X X X X X SSSSSSSSSSSSSS100200300400500600669000WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 INTERSECTION SIGHT DISTANCE N/A FJM ATB ATB C-4.24 10/18/2019 2:29 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) WEDDINGTON POINTE DRIVE - WEDDINGTON ROAD SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 60 MPH EXISTING GROUND PROPOSED GROUND RIGHT TURN SIGHT DISTANCE = 669' EX. GRADE AT LOS LINE OF SIGHT WEDDINGT O N R O A D (FUTURE 1 0 0 ' P U B L I C R / W ) ROAD CENTERLINE (TYP.) LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)WEDDINGTON POINTE DRIVE(50' PUBLIC R/W)PROPERTY BOUNDARY (TYP.) LINE OF SIGHT MATCHLINE - SEE SHEET C-4.25 FOR CONTINUATION3.5' (TYP) NOTES: 1.OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS REQURED PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED, AN EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE. 610 615 620 625 630 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 SUESUESUER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSTST000100200300400500600672WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 INTERSECTION SIGHT DISTANCE N/A FJM ATB ATB C-4.25 10/18/2019 2:29 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) WEDDINGTON POINTE DRIVE - WEDDINGTON ROAD SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 60 MPH EXISTING GROUND PROPOSED GROUND LEFT TURN SIGHT DISTANCE = 672' EX. GRADE AT LOS LINE OF SIGHT WEDDIN G T O N R O A D (FUTUR E 1 0 0 ' P U B L I C R / W ) ROAD CENTERLINE (TYP.) LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)WEDDINGTON POINTE DRIVE(50' PUBLIC R/W)PROPERTY BOUNDARY (TYP.) LINE OF SIGHT MATCHLINE - SEE SHEET C-4.24 FOR CONTINUATION3.5' (TYP) NOTES: 1.OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS REQURED PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED, AN EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE. 620 625 630 635 640 645 650 0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+00 SUESUESUE216 11,611 sq.ft 217 7,867 sq.ft 218 7,300 sq.ft 219 7,155 sq.ft 220 7,155 sq.ft 221 7,155 sq.ft 222 7,155 sq.ft 223 7,155 sq.ft 224 8,100 sq.ft 225 9,654 sq.ft 216 217 218 219 220 221 222 223 224 225R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSTSTX X X X X X X X X X X X X X X X X X X X X X 100200300400500600666000WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 INTERSECTION SIGHT DISTANCE N/A FJM ATB ATB C-4.26 10/18/2019 2:29 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) GLENFORD DRIVE - WEDDINGTON ROAD SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 60 MPH EXISTING GROUND PROPOSED GROUND RIGHT TURN SIGHT DISTANCE = 666' EX. GRADE AT LOS LINE OF SIGHT WEDDINGTON ROAD (FUTURE 100' PUBLIC R/W) ROAD CENTERLINE (TYP.) LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.)PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)GLENFORDDRIVE(50' PUBLIC R/W)PROPERTY BOUNDARY (TYP.) LINE OF SIGHT MATCHLINE - SEE SHEET C-4.27 FOR CONTINUATION3.5' (TYP) NOTES: 1.OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS REQURED PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED, AN EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE. 620 625 630 635 640 645 650 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 SUESUESUE181 8,530 sq.ft 182 7,155 sq.ft 183 7,155 sq.ft 184 7,166 sq.ft 185 7,355 sq.ft 186 7,418 sq.ft 187 7,336 sq.ft 188 7,186 sq.ft 189 7,155 sq.ft 190 8,023 sq.ft 191 7,203 sq.ft 192 181 182 183 184 185 186 187 188 189 190 191 192R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSTST X X X X X X X X X X X X X X X X X X X X X X X XXX X X X 000100200300400500600665WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 INTERSECTION SIGHT DISTANCE N/A FJM ATB ATB C-4.27 10/18/2019 2:29 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-SIGHT DISTANCE.DWG 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 3.5' (TYP) GLENFORD DRIVE - WEDDINGTON ROAD SIGHT DISTANCE PROFILE VERTICAL SCALE: 4 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH DESIGN SPEED: 60 MPH EXISTING GROUND PROPOSED GROUND LEFT TURN SIGHT DISTANCE = 665' EX. GRADE AT LOS LINE OF SIGHT WEDDINGTON ROAD (FUTURE 100' PUBLIC R/W) ROAD CENTERLINE (TYP.) LINE OF SIGHT PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP.) PROP. EOP (TYP.) PROP. 2'-0" VALLEY CURB (TYP.)GLENFORDDRIVE(50' PUBLIC R/W)PROPERTY BOUNDARY (TYP.) LINE OF SIGHT MATCHLINE - SEE SHEET C-4.26 FOR CONTINUATION3.5' (TYP) NOTES: 1.OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS REQURED PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED, AN EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE. R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WI L L O W R U N D R I V E 4' W A L K I N G T R A I L R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/WSSSSSSR/W R /W R/W R/W R/W SS SS SS R/W R/W R/W R/W R/W R/W R/WR/W 635 63563 5 640SS6356356 4 0 640 625 63 0 6 3 5 635 635 6406406356306306356306356 2 5 62 0 620 615 615620625630 615620625630625 625630630 62562 0 61 5 625630620 615 610 6 2 5 620 615 615615 62062062562562061561562062063 5 6 2 0 645640640635 6356306306 3 0 6 3 0 635635 6 3 5 640640640635SDESDESDESDESDE SDESDE SDE SDESDE SDESDESDES D E SDE SD E SDESDESDESDESDESDESDES D E SDESDE SDE SDESDESDESDESD E SDESDESDESDESDESDE SSSSSUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESU E SUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUESUESUESUESUESUESUESUESUESUESU E S U E SU E SU E SU E SU E SUESUESUESUESUESUESUESUE SUE SUE SUE SUE SU E SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUESUE SUESUE79 80 81 82 83 84 85 86 87 88 93 94 95 96 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 141 142 181 182 183 184 185 186 187 188 194 195 196 197 198 202 203 204 205 206 207 208 209 210 211 212 213 214 215216 217 218 219 220 221 222 223 224 225 97 98 99 100 101 102 103 89 143 144 121 189 190 191 192 193 201 200 199 77 161 162 163164 165 166 167 168 169 180 171 172 173 174 152 153 154 155 156 157 158 159 160 170 175 176 177 178 179 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 90 91 92 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 145 146 147 148 149 150 151 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 R/WR/WR/WR/WR/WR/WR/W R /WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W 78 0 1"=200' 100'200'400' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL VICINITY MAP - NTS SITE WEDD ING TON RD GOLDMI N E R D AIRPORT R D MATC H LI N E - C-5.2 MATC H LI N E - C-5.3 PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT 1.14 AC FIRE DEPT FUTURE DEVELOPMENT WE D D I N G T O N R O A D NC H W Y 8 4 AIRPO R T R O A D WESLEY PARK PLAT CAB. H, FILE 597 VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 VILLAGES OF WESLEY CHAPEL, MAP 2 P.C. H, FILE 539 ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615 JOHNS FOREST LA N E BOBBY TYSON BK. 5056, PG. 620 TAX PIN: 06-003-014 NOW OR FORMERLY PAUL HOWIE, JR. BK. 289, PG. 068 TAX PIN: 06-003-013 NOW OR FORMERLY JERRY R. HELMS TAX PIN: 06-003-011 NOW OR FORMERLY LEROY ADAMS BK. 191, PG. 704 TAX PIN: 06-003-012 NOW OR FORMERLY HALDENBY HOLDINGS, LLC BK. 5126, PG. 651 TAX PIN: 06-003-015 NOW OR FORMERLY DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011E NOW OR FORMERLY PROPERTY BOUNDARY (TYP) STREAM BUFFER (TYP)MATCHLINE - C-5.1MATCHLINE - C-5.2MATC H LI N E - C-5.3 MATC H LI N E - C-5.4 VILLAGES OF WESLEY CHAPEL, HOMEOWNERS ASSOCIATION BK. 4519, PG. 061 TAX PIN: 09-402-553 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 OVERALL GRADING PLAN N/A FJM ATB ATB C-5.0 10/18/2019 2:23 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-GRADING.DWG NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE FEMA CROSS SECTION LINE FLOOD MAP #: 3710540500J CROSS SECTION #: 077 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W STST R/W R/W R/W R/W R/W R/W 635 63564 0 640 625 6 3 0 63 5 635635 6406 3 5 6 3 0 630635620 620 615 615620625630615620635 62 0 SDESDESDESDESDESDE SDE SDE SDE SDESDESDESDE SDESDESDESDESDESDE SDESDESDESDESDESDE SD E SDE SDESDESDE SDESDESDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDES D E SD E SDE SDESDESDE SDES D E 630 627 6 3 0 6 2 5 627628640 643 637 636 635 640 639 639 642 638 634 6326376 3 5 636636 6326356386 3 3 6 3 0 6 2 5 625 623 6 1 8 618 620623630 6 2 7 62 5 622 6176 3 5 6 3 3 617637636635635 635636637638639640 63863964064 0 641639 639 640 641 642639638637636635635636 SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE4 6,360 sq.ft 11 6,360 sq.ft 12 6,360 sq.ft 14 6,952 sq.ft 15 6,363 sq.ft 20 6,360 sq.ft 22 6,360 sq.ft 21 6,360 sq.ft 28 6,360 sq.ft 9 6,611 sq.ft 13 6,360 sq.ft 38 7,486 sq.ft 41 6,360 sq.ft 43 6,360 sq.ft 19 6,360 sq.ft 45 6,360 sq.ft 24 8,609 sq.ft 25 8,448 sq.ft 47 6,360 sq.ft 49 6,360 sq.ft 50 7,532 sq.ft 54 6,360 sq.ft 57 6,360 sq.ft 34 6,360 sq.ft 32 6,360 sq.ft 31 6,360 sq.ft 55 6,360 sq.ft 35 6,360 sq.ft 36 6,360 sq.ft 42 6,360 sq.ft 64 8,009 sq.ft 62 7,533 sq.ft 63 7,812 sq.ft 44 6,360 sq.ft 46 6,360 sq.ft 48 6,360 sq.ft 53 6,360 sq.ft 90 5,160 sq.ft 56 6,360 sq.ft 59 6,360 sq.ft 2 6,360 sq.ft 3 6,360 sq.ft 58 6,360 sq.ft 60 6,360 sq.ft 1 6,360 sq.ft 8 6,360 sq.ft 6 6,360 sq.ft 5 6,360 sq.ft 66 8,297 sq.ft 7 6,360 sq.ft 10 6,591 sq.ft 67 6,360 sq.ft 65 8,206 sq.ft 68 6,360 sq.ft 16 6,360 sq.ft 17 6,360 sq.ft 69 6,360 sq.ft 70 6,360 sq.ft 18 6,360 sq.ft 23 6,812 sq.ft 26 8,175 sq.ft 27 7,822 sq.ft 29 6,360 sq.ft 30 6,360 sq.ft 37 7,220 sq.ft 39 7,667 sq.ft 33 6,360 sq.ft 40 7,742 sq.ft 91 5,160 sq.ft 92 5,269 sq.ft 51 6,360 sq.ft 52 6,360 sq.ft 61 6,360 sq.ft 71 6,360 sq.ft 74 7,525 sq.ft 72 6,360 sq.ft 75 6,403 sq.ft 73 6,792 sq.ft 76 6,360 sq.ft 178 5,160 sq.ft 179 5,160 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUE77 6,360 sq.ftSUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE 180 5,160 sq.ft SUESUESUESUESUESUESU E 79 6,360 sq.ft 80 6,360 sq.ft 81 6,360 sq.ft 82 6,360 sq.ft 83 6,360 sq.ft 84 6,360 sq.ft 85 6,360 sq.ft 86 6,360 sq.ft 87 6,360 sq.ft 88 6,360 sq.ft 93 5,160 sq.ft 94 5,160 sq.ft 95 5,160 sq.ft 96 5,160 sq.ft 97 5,161 sq.ft 98 5,193 sq.ft 99 6,273 sq.ft 89 5,161 sq.ft 143 4,951 sq.ft SUE SUE SUE SUESUESUESUESUESUESUESUE79 80 81 82 83 84 85 86 87 88 93 94 95 96 97 98 99 89 143 77 180 178 179 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 90 91 92 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 21 22 23 24252627 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 78 8,245 sq.ft 78 636 635 636.03 637.42633.95 636.58 637.83 636.43 636.83638.23636.98 637.38 638.63 637.23 638.55 641.54642.94641.69 641.29 642.54 641.15 640.89 642.15 640.75 640.50 641.75 640.35 640.10 641.35 639.95 639.71 640.96 639.56 639.31 640.56 639.16 638.90 640.15 638.76 638.50 639.75 638.36 638.44 641.83 639.96 641.21 639.50 640.75 639.70 640.96 640.17 641.42 640.65 641.90 641.13 642.38 641.62 642.87 642.11 643.35 642.67 643.93 641.48 644.47 642.55 642.54 641.95 641.47 640.99 640.51 640.03 639.56 639.36 639.81 639.64 639.35 639.86 641.46 641.02 641.38 638.88640.04641.42640.52639.65 641.31 640.74 638.47639.87641.02 638.06639.46640.63 637.65639.05640.23 637.24638.64639.83 636.83638.23639.43 636.42637.82639.04 636.02637.42638.64 635.61637.01638.24 635.27636.43637.13638.36 641.04 639.25 640.65 638.86 640.25 638.46 639.85 638.06 639.45 637.66 639.05 637.27 638.66 636.87 638.26 636.47 637.86 636.07 637.19 637.71 637.94637.33636.81 635.37 635.84 636.41 636.69 636.89 637.30 637.70 638.11 638.52 638.93 639.34 639.75 640.17 640.56 640.98 639.73 641.63 639.31 638.91 638.50 638.09 637.68 637.27 636.86 636.45 636.05 635.64 635.29 635.50 635.91 636.31 636.72 637.13 637.54 637.95 638.36 638.77 639.17 639.58 636.20 636.39 636.58 636.47 635.56 635.52635.94636.58637.22 635.78 635.09 634.40 633.93 636.11637.56636.31 636.79 638.04 636.64 637.14638.54637.29 637.17 638.42 637.02 636.68 637.92 636.53 636.19 637.44 636.04 636.96 635.12 636.52 634.02 635.82 638.43 637.62 636.29 636.48 637.93 636.54 637.01 638.40 637.15 637.15 638.54 637.29 636.68 638.08 635.58 635.53 636.92 637.30 637.67 635.94 637.34 637.71 638.12 637.75 636.35 636.64 638.04 638.41 638.11 637.73 636.34 635.76 637.15 637.53 635.17 636.56 636.94 634.59 635.98 636.36 635.81 635.44 634.04 633.98 635.84 636.21 634.60 636.31 634.45 630.93 632.33 631.07 631.56 632.95 631.70 632.34 633.59 632.20 632.85 634.24 633.75 635.28 635.67 637.06 635.81 636.29 636.67 635.27 634.84 636.23 636.61 634.41 635.81 636.18 635.75 635.38 633.98 633.57 634.97635.47 635.34 634.96 634.58 633.17 628.25 629.64 628.39 627.62 629.02 627.77 627.56 628.81 629.15 627.89 629.60 630.84 628.87 628.19 641.35 641.75 641.07 641.66 641.87 635.37 635.23 634.37 635.21 635.68 MIN. FFE 637.42 MIN. FFE 637.83 MIN. FFE 638.24 MIN. FFE 638.54 MIN. FFE 638.54 MIN. FFE 638.24 MIN. FFE 637.67 MIN. FFE 637.06 MIN. FFE 636.48 MIN. FFE 636.34 MIN. FFE 637.43 MIN. FFE 637.31 MIN. FFE 637.83 MIN. FFE 638.44 MIN. FFE 638.44 MIN. FFE 637.72 MIN. FFE 637.72 MIN. FFE 637.08 MIN. FFE 636.44 MIN. FFE 636.02 MIN. FFE 638.32 MIN. FFE 638.72 MIN. FFE 639.13 MIN. FFE 639.13 MIN. FFE 640.25 MIN. FFE 640.64 MIN. FFE 641.05 MIN. FFE 641.46 MIN. FFE 641.84 MIN. FFE 642.24 MIN. FFE 642.65 MIN. FFE 643.04 MIN. FFE 643.43 MIN. FFE 641.70 MIN. FFE 641.70 MIN. FFE 641.46 MIN. FFE 641.93 MIN. FFE 642.40 MIN. FFE 642.88 MIN. FFE 643.36 MIN. FFE 643.85 MIN. FFE 644.43 MIN. FFE 644.98 MIN. FFE 641.96 MIN. FFE 641.96 MIN. FFE 641.88 MIN. FFE 641.88 MIN. FFE 641.24 MIN. FFE 640.37 MIN. FFE 639.96 MIN. FFE 639.55 MIN. FFE 639.14 MIN. FFE 638.73 MIN. FFE 638.32 MIN. FFE 637.92 MIN. FFE 637.63 MIN. FFE 638.36 MIN. FFE 638.76 MIN. FFE 639.16 MIN. FFE 639.55 MIN. FFE 639.95 MIN. FFE 640.35 MIN. FFE 640.75 MIN. FFE 641.14 MIN. FFE 641.54 MIN. FFE 641.47 MIN. FFE 641.47 MIN. FFE 641.06 MIN. FFE 640.66 MIN. FFE 640.25 MIN. FFE 639.84 MIN. FFE 639.43 MIN. FFE 639.02 MIN. FFE 638.61 MIN. FFE 638.20 MIN. FFE 637.80 MIN. FFE 637.39 MIN. FFE 639.05 MIN. FFE 639.05 MIN. FFE 638.90 MIN. FFE 638.43 MIN. FFE 638.12 MIN. FFE 638.59 MIN. FFE 639.12 MIN. FFE 639.10 MIN. FFE 638.98 MIN. FFE 638.50 MIN. FFE 638.03 MIN. FFE 637.56 MIN. FFE 637.16 MIN. FFE 636.73 MIN. FFE 636.31 MIN. FFE 635.88 MIN. FFE 635.47 MIN. FFE 635.08 MIN. FFE 635.75 MIN. FFE 634.88 MIN. FFE 634.21 MIN. FFE 633.57 MIN. FFE 631.34 MIN. FFE 630.14 MIN. FFE 629.52 635.47 635.36 635.24 635.13 635.69 635.95 635.77 636.03 634 634 635 635 634 63 3 6 3 3 6 3 3 633632631630629628638 638 639 637 636 637 636 637 638 638 637 638 637 637 638 636 636 637 635 636 637 635 636 634 636 635 637 637 636 635636 636 637 637637638 638 638 637635635 638 636638637638637638638639638639639638637639637638636635638639639637638 638 640 638640639639640639640641640641640641641642641642641642643642643643642640643642639642641639642641639641640638641640638641640638640639638638 6406416 4 2 640641 640 640 641 640 641 641 640 641 642 641 642 638 642 643 640 637 634 642 643 639 635 631 643 644 640 635 630 627 644 643 642 640 635 630 625 640635630625621644640635630625625622630635640640 635 630 643644 640 641 640 641 641 640 641 640 641 642 641 642 643 642 642 643 643 644 640 641 640 641 641 640 640 641 641 640641 641 641 640 64164064164063964063964063963963863963863963863863763863763 7 638637636637 636 637 636 638 637 638 637 638 637 636 638 637 6386386366376376386 3 9 637638639637638639638639640640638639639640641641 639640641640641640641639640641639640639640638639638639637638639638637637638637636637636637636637 636 637 636 635 636 637 635 636 635 636 635636636 637 637 637 636 635636637636637633638637635631638637635630639638635630627639638635630626639638635630627640639635630640639635630627641640635630628641640635641640635641637635636637636635637 637636637638637638637638638639637638639638637638637635630626639638635630628639638635630638637635632638637635638637638 635 630 626625 630 635 625630635625 630 634 630634628 630 635 638637638639639 635 632 639638637630 635630626635638639628630635637638626630635637638635636637638630625632 628 625622625 625 620 616 616620625620625625 620 616617 612616 617620625612617616620625612616617620631 635635 635 633 633637630 635 635633632634630632633634633632633634635633 635 63 2 631 630630636 637 636 637 635 636 637637 635 636 635 634 635 634 635 633 6356346346336326336346326336 3 0 636 637 640 638 636 638 640 643 635 637 639 642 633 6316 2 9 6 3 0 6 3 0 6 2 9 6 2 9 6 2 9 6256 2 8 6 2 9 6 2 9 6 2 8 6 2 6 6 2 3 6 3 0 62 9 6 2 7 6 2 4628625 620620622 6220 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-5.2WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 GRADING PLAN N/A FJM ATB ATB C-5.1 10/18/2019 2:23 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-GRADING.DWG EX. WETLANDS (TYP.) TW: 626.00 BW: 625.00 EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) GRADING NOTES: 1.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 2.SEE CHAPTER 9 FOR OFF-SITE ROADWAY PLANS. 3.ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. 4.REFER TO SOIL ENGINEERING RECOMMENDATION FOR DIRECTIONS ON FILL COMPACTION AND ANY STRUCTURAL CONSIDERATIONS. 5.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE. 6.SITE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETATION INDICATED TO REMAIN AND MAINTAIN ALL TREE PROTECTION BARRICADES. 7.THE PROPOSED CONTOURS SHOWN IN ROAD SECTIONS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. PROPOSED CONTOURS IN ALL OTHER AREAS REPRESENT FINISHED GRADE. REFER TO PAVEMENT CROSS-SECTION DATA TO ESTABLISH CORRECT SUB-BASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. 8.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN IS SUBJECT TO A FINE. 9.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS. 10.DENUDED/CLEARING LIMITS SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL SET CLEARING LIMITS BASED ON THE MINIMUM AMOUNT OF AREA REQUIRED TO CONSTRUCT THE PROPOSED IMPROVEMENTS DEPICTED WITHIN THESE PLANS (SEE CHAPTER 2 FOR EROSION CONTROL PLANS). 11.IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 12.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED. GROUND STABILIZATION ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1 SHALL BE DONE WITHIN SEVEN (7) DAYS. 13.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. 14.ALL PERMANENT DITCHES AND SLOPES SHALL BE STABILIZED WITH NORTH AMERICAN GREEN SC250 REINFORCED VEGETATION (STAPLE E PATTERN) OR APPROVED EQUAL. PERMANENT SLOPE STABILIZATION NOTES: 1.ALL PERMANENT SLOPES 3:1 OR STEEPER AND ALL PERMANENT DITCHES SHALL BE STABILIZED USING NORTH AMERICAN GREEN SC250 REINFORCED VEGETATION INSTALLED PER MANUFACTURER'S SPECIFICATIONS USING STAPLE PATTERN "D". WEDDINGTON R O A D NC HWY 84 AIRPORT ROAD MARKFIELDLANE40' PUBLIC R/WWEDDINGTON POINTE DRIVE 50' PUBLIC R/W PENWOODPLACE40' PUBLIC R/WFOXCROFT DRIVE 40' PUBLIC R/W PORTERS LANE 40' PUBLIC R/W TW: 626.00 BW: 625.00 TW: 622.00 BW: 621.00 TW: 631.00 BW: 623.50 TW: 630.00 BW: 624.00 TW: 626.00 BW: 622.00 TW: 627.00 BW: 626.50 TW: 633.00 BW: 626.20 TW: 633.00 BW: 626.00 TW: 630.00 BW: 625.50 PROP. WET POND #1 (REFER TO SHEET C-6.12) 100-YR CULVERT STAGING ELEVATION: 633.71 100-YR CULVERT STAGING ELEVATION: 633.71 EX. WETLAND SYMBOL LEGEND FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE GRADING LEGEND PROP. CONTOUR SPOT ELEVATION TOP OF WALL ELEVATION PROP. STORM DRAINAGE EX. CONTOUR BOTTOM OF WALL ELEVATION 627.89 TW: 627.00 BW: 622.00 NOTE: 1.REFER TO SHEET C-1.0 FOR ADDITIONAL ADJACENT PROPERTY OWNER INFORMATION. 2.PROPOSED SEGMENTAL OR CAST-IN-PLACE RETAINING WALLS TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY A LICENSED STRUCTURAL PROFESSIONAL ENGINEER. UPLAND ZONE MANAGED USE ZONE STREAMSIDE ZONE TW: 625.00 BW: 624.50 TW: 626.00 BW: 624.00 TW: 625.00 BW: 624.50 PROP. SEGMENTAL OR CAST-IN-PLACE RETAINING WALL WITH HANDRAIL TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY LICENSED STRUCTURAL PROFESSIONAL ENGINEER. PROP. SEGMENTAL OR CAST-IN-PLACE RETAINING WALL WITH HANDRAIL TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY LICENSED STRUCTURAL PROFESSIONAL ENGINEER. PROP. SEGMENTAL OR CAST-IN-PLACE RETAINING WALL WITH HANDRAIL TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY LICENSED STRUCTURAL PROFESSIONAL ENGINEER.WALKERS RUN DRIVEVARIABLE WIDTH PUBLIC R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SSSSSSSS SS SSR/W R/W R/W R/W R/W R/W R/W SSSSSSSS625 630 64 0 640635 630 6 3 0 630 635 625 620 620615 6156206256 3 0 62562563063 0 6 2 5 615620 620 SSSSSSSDESDESDESDESDESDESDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SD E SDESDESDESDESDES D E S D E S D E S D E S D E S D E S D E S D E S D E S D E SDE SDE SDE S D E S D E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDE SDE S D E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESSSDESDESD E SDE SDE SDE630627630 625 627628634632630 630 633 630 625 625 623 61862 0 6 2 3630627 625 622 61 7 62563062 8635633 64 0 640 642 63 9 635 633 629 626 62 3 6 1 7 615620617642SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUES U E SUESUESUESUESUESUESUESUESUESUESUE SUE90 5,160 sq.ft 6,360 sq.ft 70 6,360 sq.ft 122 6,212 sq.ft 91 5,160 sq.ft 92 5,269 sq.ft 51 6,360 sq.ft 124 6,760 sq.ft 125 6,910 sq.ft 6,360 sq.ft 129 5,160 sq.ft 71 6,360 sq.ft 140 5,160 sq.ft 74 7,525 sq.ft 72 6,360 sq.ft 75 6,403 sq.ft 73 6,792 sq.ft 76 6,360 sq.ft 127 5,160 sq.ft 149 5,160 sq.ft 131 5,160 sq.ft 134 5,160 sq.ft 136 5,160 sq.ft 147 5,160 sq.ft 170 5,479 sq.ft 146 5,160 sq.ft 148 5,160 sq.ft 123 6,486 sq.ft 126 5,160 sq.ft 153 5,160 sq.ft 128 5,160 sq.ft 155 5,160 sq.ft 130 5,160 sq.ft 157 5,160 sq.ft 133 5,160 sq.ft 132 5,160 sq.ft 138 5,160 sq.ft 135 5,160 sq.ft 137 5,160 sq.ft 139 5,160 sq.ft 145 5,160 sq.ft 150 5,160 sq.ft 151 5,160 sq.ft 152 5,160 sq.ft 154 5,160 sq.ft 156 5,160 sq.ft 158 5,160 sq.ft 159 5,160 sq.ft 160 5,432 sq.ft 175 5,160 sq.ft 176 5,160 sq.ft 177 5,160 sq.ft 178 5,160 sq.ft 179 5,160 sq.ft 77 6,360 sq.ft 163 8,900 sq.ft SUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE 172 5,160 sq.ft 167 7,024 sq.ft 161 5,217 sq.ft 165 9,780 sq.ft 162 5,726 sq.ft 166 9,732 sq.ft 164 12,349 sq.ft 169 5,168 sq.ft 168 5,639 sq.ft 180 5,160 sq.ft 171 5,436 sq.ft 174 5,160 sq.ft 173 5,160 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUES U E SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE 93 5,160 sq.ft 94 5,160 sq.ft 95 5,160 sq.ft 96 5,160 sq.ft 104 5,160 sq.ft 105 5,160 sq.ft 106 5,160 sq.ft 107 5,160 sq.ft 108 5,160 sq.ft 109 5,160 sq.ft 110 5,160 sq.ft 113 5,160 sq.ft 118 5,160 sq.ft 111 5,160 sq.ft 119 5,160 sq.ft 112 5,160 sq.ft 115 5,160 sq.ft 114 5,160 sq.ft 117 5,160 sq.ft 116 5,160 sq.ft 120 5,160 sq.ft 142 5,160 sq.ft 141 5,160 sq.ft 97 5,161 sq.ft 98 5,193 sq.ft 99 6,273 sq.ft 100 8,195 sq.ft 101 6,802 sq.ft 102 5,195 sq.ft 103 5,161 sq.ft 89 5,161 sq.ft 143 4,951 sq.ft 144 5,152 sq.ft 121 5,866 sq.ft 93 94 95 96 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 141 142 97 98 99 100 101 102 103 89 143 144 121 77 161 162 163 164 165 166 167 168 169 180 171 172 173 174 152 153 154 155 156 157 158 159 160 170 175 176 177 178 179 70 71 72 73 74 75 76 90 91 92 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 145 146 147 148 149 150 151 51 R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W642.55640.17640.56640.98639.73641.63639.31638.91638.50636.11637.56636.31636.79638.04636.64637.14638.54637.02636.53636.04635.12636.52634.02635.82638.43637.62636.29636.48637.93636.54637.01638.40637.15637.15638.54637.29636.68638.08635.58630.93632.33631.07631.56632.95631.70632.34633.59632.20632.85634.24633.75635.28635.67637.06635.81636.29636.67635.27634.84636.23636.61634.41635.81636.18635.75635.38633.98633.57634.97635.47635.34634.96634.58633.17632.76634.17634.55634.14633.76632.36631.95633.37633.74633.32632.95631.55631.14632.53632.91630.71632.11632.48632.05631.68630.28629.85631.24631.62631.19630.82629.42628.99630.39630.76630.33629.95628.56628.13629.53629.90629.47629.10627.70627.27628.66629.04628.61628.24626.84626.41627.81628.18627.75627.37625.98625.55626.95627.32625.12626.52626.89624.71626.10626.48626.38626.00624.61624.91626.31626.68628.25629.64628.39627.62629.02627.77627.56628.81627.41627.75629.15627.89628.32629.58628.18628.61630.00628.75629.19630.44629.04629.36630.75629.50629.27630.52629.13628.52629.92629.17629.73629.31629.29627.91626.19627.59628.64628.06626.64627.16628.77629.16627.75629.01627.61627.93629.32628.07628.24629.49628.10627.71629.11629.49629.23628.84627.34626.75628.22628.63626.57627.82626.30623.94629.60630.84631.84628.87630.25631.30628.19629.58630.71627.57628.96630.21627.42628.81629.92627.79629.19629.89628.22629.62630.55628.65630.05630.42629.08630.48629.90629.37630.77629.84629.08630.48629.48628.47629.87628.95627.86629.26628.43627.25628.65627.90626.65628.05627.40626.04627.44626.89625.43626.83626.45624.82625.74626.68626.70632.75632.33631.90631.46631.04630.60630.17629.75629.31628.88628.46628.02627.60627.17626.73626.31626.00626.42626.44627.06625.40624.71624.61624.91625.34625.77626.20626.63627.06627.49627.92628.35628.78629.21629.64630.07630.50630.93631.36623.52625.27625.66624.00624.49626.07626.46624.97641.75 641.07635.37635.23634.37635.21635.68 626.52626.83626.52626.83 625.59 625.59625.01625.48625.99 625.52 624.73625.21624.80625.19MIN. FFE MIN. FFE MIN. FFE 639.05 MIN. FFE 639.05 MIN. FFE 638.90 MIN. FFE 638.43 MIN. FFE 638.12MIN. FFE 638.59 MIN. FFE 639.12 MIN. FFE 639.10 MIN. FFE 638.98 MIN. FFE 637.56 MIN. FFE 637.16 MIN. FFE 636.73 MIN. FFE 636.31 MIN. FFE 635.88 MIN. FFE 635.47 MIN. FFE 635.08 MIN. FFE 635.75 MIN. FFE 634.88 MIN. FFE 634.21 MIN. FFE 633.57 MIN. FFE 634.67 MIN. FFE 634.26 MIN. FFE 633.87 MIN. FFE 633.45 MIN. FFE 633.04 MIN. FFE 632.61 MIN. FFE 632.18 MIN. FFE 631.75 MIN. FFE 631.32 MIN. FFE 630.89 MIN. FFE 630.46 MIN. FFE 630.03 MIN. FFE 629.60 MIN. FFE 629.17 MIN. FFE 628.74 MIN. FFE 628.31 MIN. FFE 627.88 MIN. FFE 627.45 MIN. FFE 627.02 MIN. FFE 626.61 MIN. FFE 626.80 MIN. FFE 633.25 MIN. FFE 632.83 MIN. FFE 632.39 MIN. FFE 631.96 MIN. FFE 631.54 MIN. FFE 631.10 MIN. FFE 630.67 MIN. FFE 630.25 MIN. FFE 629.81 MIN. FFE 629.38 MIN. FFE 628.95 MIN. FFE 628.52 MIN. FFE 628.09 MIN. FFE 627.66 MIN. FFE 627.23 MIN. FFE 626.81 MIN. FFE 626.94 MIN. FFE 626.96 MIN. FFE 626.96 MIN. FFE 626.57 MIN. FFE 626.16 MIN. FFE 625.77 MIN. FFE 631.34 MIN. FFE 630.75 MIN. FFE 630.09 MIN. FFE 629.47 MIN. FFE 629.69 MIN. FFE 630.12 MIN. FFE 630.55 MIN. FFE 630.98 MIN. FFE 631.27 MIN. FFE 631.27 MIN. FFE 630.98 MIN. FFE 630.37 MIN. FFE 629.76 MIN. FFE 629.15 MIN. FFE 628.55 MIN. FFE 627.94 MIN. FFE 627.33 MIN. FFE 630.14 MIN. FFE 629.52 MIN. FFE 629.64 MIN. FFE 630.07 MIN. FFE 630.51 MIN. FFE 630.93 MIN. FFE 631.25 MIN. FFE 631.25 MIN. FFE 631.02 MIN. FFE 630.42 MIN. FFE 628.09 MIN. FFE 628.66 MIN. FFE 629.27 MIN. FFE 629.51 MIN. FFE 629.82 MIN. FFE 629.99 MIN. FFE 629.99 MIN. FFE 629.61 MIN. FFE 629.34 MIN. FFE 628.88 MIN. FFE 628.32 635 634 633 633 633 6 3 3 6326316306296 2 8 625622630635640640 635 630 6436276356306406396356306276416406356306286416406356416406356 4 1 6 3 7 6 3 5 6 3 6 637636635637637637638637638638639637638639638637638637635639638 635 630 626 625 630 635 6 2 5 6 3 0 6 3 5 625 630 634 630634628 630 635638637638639639 635 632 6396 3 8 6 3 7 630 6356306266356386396286306356376386 2 6 6 3 0 6 3 5 6 3 7 63 8 6356366376386306256326286 2 5 6 2 2 625 625 620 616 6166206256 2 0 6 2 5625620616617 6126 1 6 6 1 7 6 2 0 6 2 5 6 1 2 6 1 7 6 1 6 6 2 0 6 2 5 612616617620635633633637 630 635 6356336326306 3 26336346 3 3 6 3 2 6 3 363463 5 633 635 632 631 630 6 3 0 636637 636637 635636 637 637635636 635 634635 634635 633 63563463463363263363463263363 0 636 637 640 638 636 638 640 643 635 637 639 642 6 3 2 632 6 3 1 6 3 0 6 2 9 6 2 8 6 2 7 6 2 6 6 2 5 625 634 633 633 634 632 633 633 632 631 632 633 631 632 631 632 630 631 631 630 629 630 629 630 628 629 630 628 629 629 628 628 627 628 627 626 627 626 627 625 626 627 625 626 625 626 626 628 626 628626628627 628 630 628 628 631 628 630 6326 2 9 630 633 635 630 632 635 637 630 630 635 639 631 634 637 640 6 3 1 6 3 2 633 634 632 635 639 633 635 638633 635 639634 637 640 635 638 641 635 638 640 643 633 632 631 632 632 631 631 630 630 631 631 630630 630 630 631 631 6 2 9 629 630 629 62862 8 62 8 627627 627633627 627 628 62 9 629 629 6 2 8 6 2 7 6 2 6 6 2 5 6 2 4 6 2 3 623624625622621620619618627 626624625626625624625626626625626626 626625 626 626 625 627 626 627 626 628 627 628 627 628 627 629 628 629 628 630 629 630 629 631 630 631 630 631 630 632 631 632 631 633 632 63 1 629 630 629 630 628 629 628 629 629 630 629 630 629 630 630 631 630 631 630 629 629 630 629 628 628 629 628 627 627 626 626 627 6 2 6 625 626625631629627625630626629 6 2 5 624 623624 627625 627623630 629 629 628 629 628 629 630 629 630 629 631 630 631 630 631 630 630 629 627628 627628628627629628629628629628629 628 629 628 629628628629628627628625628627624 626 628 630 632630632630628626624622630630628626624622620629 62 9 62 8628629629630 630 629 631 631 630 626 625 628 630 631 629 630 625 622 630 629 627 623 629 625 628 629 629 628 626 623 630 629 627 62462862 5 617 61 7 622621620619622625622622625 625 624625.07624.94624.77624.62625.33 625.59 625.48 625.22 61561 5 61561561 5 62 0 62 5 61 0 61061061 0 62 0620 62062562062262 2 609 609 613 610 607 607 610 615 620 621 620 620 615607615620 607615620610610615 620 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-5.1MATCHLINE - C-5.3WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 GRADING PLAN N/A FJM ATB ATB C-5.2 10/18/2019 2:23 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-GRADING.DWG GRADING NOTES: 1.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 2.SEE CHAPTER 9 FOR OFF-SITE ROADWAY PLANS. 3.ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. 4.REFER TO SOIL ENGINEERING RECOMMENDATION FOR DIRECTIONS ON FILL COMPACTION AND ANY STRUCTURAL CONSIDERATIONS. 5.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE. 6.SITE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETATION INDICATED TO REMAIN AND MAINTAIN ALL TREE PROTECTION BARRICADES. 7.THE PROPOSED CONTOURS SHOWN IN ROAD SECTIONS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. PROPOSED CONTOURS IN ALL OTHER AREAS REPRESENT FINISHED GRADE. REFER TO PAVEMENT CROSS-SECTION DATA TO ESTABLISH CORRECT SUB-BASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. 8.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN IS SUBJECT TO A FINE. 9.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS. 10.DENUDED/CLEARING LIMITS SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL SET CLEARING LIMITS BASED ON THE MINIMUM AMOUNT OF AREA REQUIRED TO CONSTRUCT THE PROPOSED IMPROVEMENTS DEPICTED WITHIN THESE PLANS (SEE CHAPTER 2 FOR EROSION CONTROL PLANS). 11.IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 12.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED. GROUND STABILIZATION ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1 SHALL BE DONE WITHIN SEVEN (7) DAYS. 13.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. 14.ALL PERMANENT DITCHES AND SLOPES SHALL BE STABILIZED WITH NORTH AMERICAN GREEN SC250 REINFORCED VEGETATION (STAPLE E PATTERN) OR APPROVED EQUAL. PERMANENT SLOPE STABILIZATION NOTES: 1.ALL PERMANENT SLOPES 3:1 OR STEEPER AND ALL PERMANENT DITCHES SHALL BE STABILIZED USING NORTH AMERICAN GREEN SC250 REINFORCED VEGETATION INSTALLED PER MANUFACTURER'S SPECIFICATIONS USING STAPLE PATTERN "D". WEDDING T O N R O A D NC HWY 8 4 HOLT O N D R I V E AIRP O R T R O A D WEDDINGTONPOINTE DRIVE50' PUBLIC R/WEAST C O T T AVEN U E 40' PU B L I C R / W WED D I N G T O N POIN T E D R I V E VARI A B L E W I D T H PUBLI C R / W MAYLEN TRACE40' PUBLIC R/WPROP. WET POND #2 (REFER TO SHEET C-6.13) PROP. WET POND #3 (REFER TO SHEET C-6.14) EX. WETLAND SYMBOL LEGEND FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE GRADING LEGEND PROP. CONTOUR SPOT ELEVATION TOP OF WALL ELEVATION PROP. STORM DRAINAGE EX. CONTOUR BOTTOM OF WALL ELEVATION 627.89 TW: 627.00 BW: 622.00 NOTE: 1.REFER TO SHEET C-1.0 FOR ADDITIONAL ADJACENT PROPERTY OWNER INFORMATION. 2.PROPOSED SEGMENTAL OR CAST-IN-PLACE RETAINING WALLS TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY A LICENSED STRUCTURAL PROFESSIONAL ENGINEER. UPLAND ZONE MANAGED USE ZONE STREAMSIDE ZONE EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) REFER TO CHAPTER 9 WEDDINGTON ROAD CROSS SECTIONS FOR GRADING INFORMATION WITHIN RIGHT OF WAY REFER TO CHAPTER 9 WEDDINGTON ROAD CROSS SECTIONS FOR GRADING INFORMATION WITHIN RIGHT OF WAY R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W STSTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSSSSS 6256256306 2 5 620 615 6256 3 0 620615610625 620 615 615 615 620 620625625 6 2 0 6156156 2 0 620630 630 6 3 5 635 635 640SSSSSSSDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDESDESDE SDE SDE SDE SDE SDE SDESD E SD E SD E SD E SDESDE SDESDESDESDESDESDESDESDE SDE SDE SDE SDE SD E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESSSSSSSSSSSSSSSDESDE62 9 62 6 6 2 5 6 2 8 615620617625 620 623 63 4 6206176186266 1 1 613627 632 SUESUESUESUESUESUESUESUE122 6,212 sq.ft 124 6,760 sq.ft 125 6,910 sq.ft 123 6,486 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUE SUES U E SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUE SUESUESUESUESUE SUE SUE SUE SUESUESUESUESUESUESUE SUE 119 5,160 sq.ft 120 5,160 sq.ft 184 7,166 sq.ft185 7,355 sq.ft186 7,418 sq.ft187 7,336 sq.ft188 7,186 sq.ft 194 8,753 sq.ft 195 9,209 sq.ft 196 11,721 sq.ft 197 10,514 sq.ft 198 11,106 sq.ft 121 5,866 sq.ft 189 7,155 sq.ft 190 8,023 sq.ft 191 7,203 sq.ft 192 7,428 sq.ft 193 7,798 sq.ft 201 7,151 sq.ft 200 7,616 sq.ft 199 8,587 sq.ft 119 120 184 185 186 187 188 194 195 196 197 198 121 189190 191 192 193 201 200 199 122 123 124 125 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W626.48626.38626.00624.61624.91626.31626.68629.49629.23628.84628.22628.63626.57627.82623.94626.68626.70626.42626.44627.06625.40624.71623.52625.27625.66624.00624.49626.07626.46624.97636.94636.18635.39634.59632.23631.49630.81630.30629.75629.07628.36628.07628.40628.64628.91630.54632.48632.56633.04632.11631.28630.17629.89629.65629.33629.62630.34631.00631.55632.06632.74633.48634.21635.00635.79636.56635.34634.93634.11633.32632.57631.86631.12630.43629.93629.38628.59627.99627.69628.03628.27628.54629.43630.38631.40628.54628.17628.54628.29627.27625.59 625.59625.01625.48625.99 625.52 624.73625.21624.80625.19MIN. FFE MIN. FFE 626.80 MIN. FFE 626.96 MIN. FFE 626.96 MIN. FFE 626.57 MIN. FFE 626.16 MIN. FFE 625.77 MIN. FFE 633.54 MIN. FFE 632.61 MIN. FFE 631.78 MIN. FFE 630.67 MIN. FFE 630.39 MIN. FFE 630.10 MIN. FFE 630.12 MIN. FFE 630.84 MIN. FFE 631.50 MIN. FFE 632.05 MIN. FFE 632.56 MIN. FFE 633.24 MIN. FFE 633.98 MIN. FFE 634.71 MIN. FFE 635.50 MIN. FFE 636.29 MIN. FFE 637.06 MIN. FFE 637.46 625 626 625 626 626 628 626 628626628 6 2 4 6 2 3 623624625622621620619618624625626625624625626626625626626 626625 625 626625631629627625630626629 62 5 624 623624 627 6256276236 25 628627 624 626 628 630 632630632630628626624622630628626624622620622621620619622625622622621625 625 624 624 623 6 1 5 615 6246 2 9 63 0 630 631 627 6 2 5 6 28622 633 63 2 6 3 1 6 3 0 63 0 62 7 629 625 630 629 625 620 6 3 0 6 2 9 6 2 9 6 3 0629627625622620617615630 629628625620616615620625630629625621635636635633636 634 635 632 634628629 630 631 632 634633 635 635 635 632 633 63 0 63263 1 6 3 163062 9 63 0 629630 6286296306306286 3 0 629 63 0 631 63 0 63 2 632 631 633 632 631 633 632 634 633 635 633 636 634 637 635 637 636 634 635 62 6 63 0 63 1 63 2 632 631 628 632 633 631 632 633 6 3 4 635 636 637 638 639625.07624.94624.77624.62625.33 625.59 625.48 625.22 632.97632.77632.50 632.30 633.15 633.33 633.16 632.98 609 609 613 610 607 607 610 615 620 621 620 620 615607615620607 615620610610615 620 609 615 620609615620620615620 620 615 6 2 0 60961561061 0 61 5 62 0 610 615 620 609 6 0 9611615620 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-5.4MATCHLINE - C-5.2WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 GRADING PLAN N/A FJM ATB ATB C-5.3 10/18/2019 2:23 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-GRADING.DWG EX. WETLAND SYMBOL LEGEND FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE GRADING LEGEND PROP. CONTOUR SPOT ELEVATION TOP OF WALL ELEVATION PROP. STORM DRAINAGE EX. CONTOUR BOTTOM OF WALL ELEVATION 627.89 TW: 627.00 BW: 622.00 GRADING NOTES: 1.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 2.SEE CHAPTER 9 FOR OFF-SITE ROADWAY PLANS. 3.ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. 4.REFER TO SOIL ENGINEERING RECOMMENDATION FOR DIRECTIONS ON FILL COMPACTION AND ANY STRUCTURAL CONSIDERATIONS. 5.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE. 6.SITE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETATION INDICATED TO REMAIN AND MAINTAIN ALL TREE PROTECTION BARRICADES. 7.THE PROPOSED CONTOURS SHOWN IN ROAD SECTIONS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. PROPOSED CONTOURS IN ALL OTHER AREAS REPRESENT FINISHED GRADE. REFER TO PAVEMENT CROSS-SECTION DATA TO ESTABLISH CORRECT SUB-BASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. 8.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN IS SUBJECT TO A FINE. 9.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS. 10.DENUDED/CLEARING LIMITS SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL SET CLEARING LIMITS BASED ON THE MINIMUM AMOUNT OF AREA REQUIRED TO CONSTRUCT THE PROPOSED IMPROVEMENTS DEPICTED WITHIN THESE PLANS (SEE CHAPTER 2 FOR EROSION CONTROL PLANS). 11.IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 12.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED. GROUND STABILIZATION ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1 SHALL BE DONE WITHIN SEVEN (7) DAYS. 13.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. 14.ALL PERMANENT DITCHES AND SLOPES SHALL BE STABILIZED WITH NORTH AMERICAN GREEN SC250 REINFORCED VEGETATION (STAPLE E PATTERN) OR APPROVED EQUAL. PERMANENT SLOPE STABILIZATION NOTES: 1.ALL PERMANENT SLOPES 3:1 OR STEEPER AND ALL PERMANENT DITCHES SHALL BE STABILIZED USING NORTH AMERICAN GREEN SC250 REINFORCED VEGETATION INSTALLED PER MANUFACTURER'S SPECIFICATIONS USING STAPLE PATTERN "D". WEDDINGTON ROAD NC HWY 84 GA L E S B U R G D R I V E YEARDEN LANE 40' PUBLIC R/W NOTE: 1.REFER TO SHEET C-1.0 FOR ADDITIONAL ADJACENT PROPERTY OWNER INFORMATION. 2.PROPOSED SEGMENTAL OR CAST-IN-PLACE RETAINING WALLS TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY A LICENSED STRUCTURAL PROFESSIONAL ENGINEER. PROP. WET POND #4 (REFER TO SHEET C-6.15) UPLAND ZONE MANAGED USE ZONE STREAMSIDE ZONE TW: 622.00 BW: 621.50 TW: 627.00 BW: 621.50 TW: 628.00 BW: 621.50 TW: 625.00 BW: 621.50 PROP. SEGMENTAL OR CAST-IN-PLACE RETAINING WALL WITH HANDRAIL TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY LICENSED STRUCTURAL PROFESSIONAL ENGINEER. FEMA CROSS SECTION LINE FLOOD MAP #: 3710540500J CROSS SECTION #: 077 REFER TO CHAPTER 9 WEDDINGTON ROAD CROSS SECTIONS FOR GRADING INFORMATION WITHIN RIGHT OF WAY REFER TO CHAPTER 9 WEDDINGTON ROAD CROSS SECTIONS FOR GRADING INFORMATION WITHIN RIGHT OF WAY R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/W R/W R/W R/W R/WR/W R /W R/W R/W6456 4 0640635635630630 630 6 3 5 635 635 640640 6 4 0 63 5 SD E SD ESDESDESDESDESDESDE 631 635 6356 3 8 633632 633 633 635 637 6 2 8 630 63 4 627 632638645 643 641 647 645640635637 63 8641632SUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUE181 8,530 sq.ft 182 7,155 sq.ft 183 7,155 sq.ft 184 7,166 sq.ft185 7,355 sq.ft186 7,418 sq.ft187 7,336 sq.ft188 7,186 sq.ft 202 7,155 sq.ft 203 7,155 sq.ft 204 7,155 sq.ft 205 7,155 sq.ft 206 7,155 sq.ft 207 7,155 sq.ft 208 7,155 sq.ft 209 7,155 sq.ft 210 7,155 sq.ft 211 7,300 sq.ft 212 7,867 sq.ft 213 13,236 sq.ft 214 13,121 sq.ft 215 12,371 sq.ft 216 11,611 sq.ft 217 7,867 sq.ft 218 7,300 sq.ft 219 7,155 sq.ft 220 7,155 sq.ft 221 7,155 sq.ft 222 7,155 sq.ft 223 7,155 sq.ft 224 8,100 sq.ft 225 9,654 sq.ft 189 7,155 sq.ft 190 8,023 sq.ft 201 7,151 sq.ft 200 7,616 sq.ft 181182183184 185 186 187 188 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218219220221222223224225 189190 201 200 R/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W636.36636.38636.92637.33636.94636.18635.39634.59632.23631.49630.54632.48632.56633.04632.11631.28632.74633.48634.21635.00635.79636.56636.96636.54636.01634.39634.92635.34634.93634.11633.32632.57631.86631.12630.43630.38631.40636.36635.46635.53635.29635.67636.55637.43638.30639.75641.85642.26642.73642.39641.85640.98639.92639.06638.17637.29636.41634.21633.21633.36633.89633.17635.67634.05635.14634.61634.46635.16636.04636.92637.80638.68639.55640.57641.47642.01642.35641.89641.47640.57639.55638.68637.80636.92636.04635.16634.96632.80633.54634.42635.30636.18637.06637.93638.81639.81640.31640.81640.44639.81638.81637.93637.06636.18635.30634.42633.54632.84632.99633.52638.68639.13638.68 639.13MIN. FFE 633.54 MIN. FFE 633.24 MIN. FFE 633.98 MIN. FFE 634.71 MIN. FFE 635.50 MIN. FFE 636.29 MIN. FFE 637.06 MIN. FFE 637.46 MIN. FFE 637.46 MIN. FFE 637.04 MIN. FFE 636.51 MIN. FFE 636.05 MIN. FFE 635.66 MIN. FFE 636.54 MIN. FFE 637.42 MIN. FFE 638.30 MIN. FFE 639.18 MIN. FFE 640.05 MIN. FFE 641.07 MIN. FFE 641.97 MIN. FFE 642.39 MIN. FFE 642.85 MIN. FFE 642.85 MIN. FFE 636.17 MIN. FFE 635.64 MIN. FFE 635.11 MIN. FFE 635.66 MIN. FFE 636.54 MIN. FFE 637.42 MIN. FFE 638.30 MIN. FFE 639.18 MIN. FFE 640.05 MIN. FFE 641.07 MIN. FFE 641.97 MIN. FFE 642.51 633 63 2 635636635633636 634 635 632 634 631 632634633 635 635 635 632 633 633 632 631 633 632 634 633 635 633 636 634 637 635 637 636 634 635 632 633 631 632 633 6 3 4 635 636 637 638 639 636 637 637 635 636 635 635636637 640641 641 640 640 637637 6 3 7 6 3 6 6 3 5 6 3 4 633 633 634 635 636 637 638 639640633 635 636 636 635 635 637 638 636 637 636 638 639 639 640 640 641 6 4 1 642 645 643 644646643644643633 635 634 635 636 635 637 636 636 637 638 639 638 637 638 639 640 641 640 639 64 1 6 4 0 642 641 641642641642642 64 1 640641 639 640 638 639 640 637 638 639 636 637 638 635 636 637 634 635 636 633 634 635 634 635 634 635 636636633630628635 634 630 628632635 634 631 635 634 633 634 635 636635637 638 639 640 641 641 642 641 632.97632.77632.50 632.30 633.15 633.33 633.16 632.98 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 GRADING PLAN N/A FJM ATB ATB C-5.4 10/18/2019 2:23 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-GRADING.DWGMATCHLINE - C-5.3GRADING NOTES: 1.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 2.SEE CHAPTER 9 FOR OFF-SITE ROADWAY PLANS. 3.ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. 4.REFER TO SOIL ENGINEERING RECOMMENDATION FOR DIRECTIONS ON FILL COMPACTION AND ANY STRUCTURAL CONSIDERATIONS. 5.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE. 6.SITE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETATION INDICATED TO REMAIN AND MAINTAIN ALL TREE PROTECTION BARRICADES. 7.THE PROPOSED CONTOURS SHOWN IN ROAD SECTIONS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. PROPOSED CONTOURS IN ALL OTHER AREAS REPRESENT FINISHED GRADE. REFER TO PAVEMENT CROSS-SECTION DATA TO ESTABLISH CORRECT SUB-BASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. 8.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN IS SUBJECT TO A FINE. 9.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS. 10.DENUDED/CLEARING LIMITS SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL SET CLEARING LIMITS BASED ON THE MINIMUM AMOUNT OF AREA REQUIRED TO CONSTRUCT THE PROPOSED IMPROVEMENTS DEPICTED WITHIN THESE PLANS (SEE CHAPTER 2 FOR EROSION CONTROL PLANS). 11.IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 12.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED. GROUND STABILIZATION ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1 SHALL BE DONE WITHIN SEVEN (7) DAYS. 13.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. 14.ALL PERMANENT DITCHES AND SLOPES SHALL BE STABILIZED WITH NORTH AMERICAN GREEN SC250 REINFORCED VEGETATION (STAPLE E PATTERN) OR APPROVED EQUAL. PERMANENT SLOPE STABILIZATION NOTES: 1.ALL PERMANENT SLOPES 3:1 OR STEEPER AND ALL PERMANENT DITCHES SHALL BE STABILIZED USING NORTH AMERICAN GREEN SC250 REINFORCED VEGETATION INSTALLED PER MANUFACTURER'S SPECIFICATIONS USING STAPLE PATTERN "D". WEDDINGTON ROAD NC HWY 84 MAHO LANEANNABERG LANEGLENFORD DRIVE50' PUBLIC R/WYEARDEN LANE 40' PUBLIC R/W JOHNS F OREST LANE EX. WETLAND SYMBOL LEGEND FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE GRADING LEGEND PROP. CONTOUR SPOT ELEVATION TOP OF WALL ELEVATION PROP. STORM DRAINAGE EX. CONTOUR BOTTOM OF WALL ELEVATION 627.89 TW: 627.00 BW: 622.00 NOTE: 1.REFER TO SHEET C-1.0 FOR ADDITIONAL ADJACENT PROPERTY OWNER INFORMATION. 2.PROPOSED SEGMENTAL OR CAST-IN-PLACE RETAINING WALLS TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY A LICENSED STRUCTURAL PROFESSIONAL ENGINEER. UPLAND ZONE MANAGED USE ZONE STREAMSIDE ZONE REFER TO CHAPTER 9 WEDDINGTON ROAD CROSS SECTIONS FOR GRADING INFORMATION WITHIN RIGHT OF WAY REFER TO CHAPTER 9 WEDDINGTON ROAD CROSS SECTIONS FOR GRADING INFORMATION WITHIN RIGHT OF WAY SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWW W WWSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWW W WWWWWWW WWWWWWWWWWSSSSSSSSSSSSSS SSWR/WR/WR/WR/WR/WR/WR/WR /WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR / W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WI L L O W R U N D R I V E R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/WFLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. FLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. R/W R /W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/W OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOE OE OE OE OE OE OE OE OE OE OE OE GA S GA S GA S GA S GA S GA S GA S GAS GA S GA S G A S G A S G A S G A S GA S GAS GA S GA S GAS GA S GAS GA S GA S GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO F O F O F O FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T TTT T W W W W W W W WWWWWWWWWW W W W W W W W W W180 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 27 26 25 24 50 51 52 53 54 55 56 57 58 59 60 61 41 42 43 44 45 46 47 48 49 28 29 30 31 32 33 34 35 36 37 38 39 40 62 63 64 65 66 67 68 69 70 71 72 75 74 73 76 77 78 79 80 81 82 83 84 85 86 87 88 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 143 142 141 140 139 138 137 136 135 134 133 132 131 130 129 128 127 126 159 158 157 156 155 154 153 152 151 150 149 148 147 146 145 144 92 91 90 89 179 178 177 176 175 174 173 172 171 170 169 168 167 166 165 164 163 162 161 160 125 124 123 122 121 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 212 213 214 215216 217 181 225 224 223 222 221 220 219 218 211 210 209 208 207 206 205 204 203 CB-14 CB-12 CB-12A CB-11 CB-20A CB-20 CB-12C DCB-12B CB-50 CB-50A CB-19A CB-19 CB-10A CB-11A CB-3 CB-3A CB-18 CB-18A SDMH-52 CB-7 CB-8 CB-17 DCB-9 DCB-9A CB-17B CB-16 CB-16A CB-2 HW-1 CB-5 CB-4 CB-47A CB-47 CB-40A CB-40 CB-46 CB-48 DCB-6A CB-6 CB-48B CB-48A SDMH-53 FES-51 CB-39 HW-2 DCB-49 DCB-49A CB-45 CB-29A CB-29 CB-38 FES-54 CB-44 CB-44A SDMH-34 CB-37 CB-37A CB-43 CB-35 DCB-43A CB-28A CB-28 DCB-36 DCB-36A CB-32A CB-32 CB-27C CB-27B CB-26 CB-26B CB-31A CB-31 CB-25 DCB-27A CB-27 SDMH-42 CB-24A CB-30 CB-30A CB-24 CB-22 CB-23 FES-1 FES-41 FES-33 FES-21 CB-5A SDMH-47A CB-20B CB-19B CB-14A CB-10 CB-2A CB-29C CB-28B CB-28C CB-32C CB-32B CB-49C CB-49B CB-50B CB-50D SDMH-50CSDESDESDESDESDE SDESDE SDE SDESDE SDESDESDES D E SDE SD E SDESDESDESDESDESDESDES D E SDESDE SDE SDESDESDESDESD E SDESDESDESDESDESDE SSSSCB-17A CB-29B CB-37B CB-26A CB-22A CB-22B CB-22C HW-6 HW-5 OS-3 FES-57 CB-36B CB-11B OS-2 FES-56 OS-1 FES-55 OS-4 FES-58 CB-49AA HW-3 HW-4 0 1"=200' 100'200'400' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCA O L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL VICINITY MAP - NTS SITE WEDD ING TON RD GOLDMI N E R D AIRPORT R D MATC H LI N E - C-6.2 MATC H LI N E - C-6.3 PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT 1.14 AC FIRE DEPT FUTURE DEVELOPMENT WE D D I N G T O N R O A D NC H W Y 8 4 AIRPO R T R O A D WESLEY PARK PLAT CAB. H, FILE 597 VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 VILLAGES OF WESLEY CHAPEL, MAP 2 P.C. H, FILE 539 ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615 JOHNS FOREST L A N E BOBBY TYSON BK. 5056, PG. 620 TAX PIN: 06-003-014 NOW OR FORMERLY PAUL HOWIE, JR. BK. 289, PG. 068 TAX PIN: 06-003-013 NOW OR FORMERLY JERRY R. HELMS TAX PIN: 06-003-011 NOW OR FORMERLY LEROY ADAMS BK. 191, PG. 704 TAX PIN: 06-003-012 NOW OR FORMERLY HALDENBY HOLDINGS, LLC BK. 5126, PG. 651 TAX PIN: 06-003-015 NOW OR FORMERLY DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011E NOW OR FORMERLY PROPERTY BOUNDARY (TYP) STREAM BUFFER (TYP)MATCHLINE - C-6.1MATCHLINE - C-6.2MATC H LI N E - C-6.3 MATC H LI N E - C-6.4 VILLAGES OF WESLEY CHAPEL, HOMEOWNERS ASSOCIATION BK. 4519, PG. 061 TAX PIN: 09-402-553 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 OVERALL STORM DRAINAGE PLAN N/A FJM MTG MTG C-6.0 10/18/2019 11:01 AM ANDREW BREIT N:\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-STORM.DWG EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING / FUTURE RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PROPOSED STORM DRAINAGE STORM DRAINAGE NOTES: 1.SEE SHEET C-0.2 - GENERAL NOTES FOR ADDITIONAL NOTES AND DETAILS. 2.SEE SHEET C-6.17 - STORM DRAINAGE DETAILS FOR NCDOT STRUCTURE INFORMATION. 3.SEE CHAPTER 5 - GRADING PLAN FOR SITE GRADING INFORMATION. 4.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 5.ALL STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNION COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT. 7.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 8.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 9.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. 10.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 11.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 12.ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS, PART 1926 SUBPART P, AS AMENDED. 13.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 14.IF PROPOSED UTILITIES IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM RESPONSIBLE GAS COMPANY. 15.ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS, HIGHWAYS, OR PUBLIC RIGHTS-OF-WAY ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, COORDINATING THE WORK WITH ALL AFFECTED GOVERNMENT AGENCIES AND UTILITIES AND INFORMING OCCUPANTS OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TO THE WORK. 16.RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SAFETY DEVICES FOR THE PROTECTION OF THE PUBLIC, THE WORKERS, AND GENERAL PROTECTION OF THE WORK SHALL REST WITH THE CONTRACTOR DOING THE WORK. 17.ALL LANE CLOSURES THAT ARE REQUIRED SHALL FOLLOW THE UNIFORM TRAFFIC CONTROL MANUAL. 18.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. 19.EARTHWORK CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES 20.EARTHWORK CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS PROJECT. 21.THE EARTHWORK CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION SEDIMENT AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED. 22.FOR ANY WORK ON THE STATE RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL: A)NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON COMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE RIGHT-OF-WAY. B)PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT BARRICADES AND FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD HARMLESS THE STATE OF NORTH CAROLINA, THE ARCHITECT/ENGINEER, AND THE OWNER FROM ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC. 20.EARTHWORK CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO OWNER. 21.EARTHWORK CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROL AND AIR POLLUTION ORDINANCES OR RULES. 22.IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST, IN THE EVENT OF A SHORTAGE OF STRUCTURAL FILL. 23.CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED. 24.CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK. 25.ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY. 26.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION. 27.MINIMUM COVER ON ALL STORM PIPES SHALL BE 2 FEET. (UNLESS OTHERWISE NOTED) 28.ALL NON-STANDARD DRAINAGE STRUCTURES (CB'S, HW'S, FES'S, BOTTOMLESS CULVERTS, ETC.) WILL REQUIRE SEALED CONSTRUCTION DRAWINGS. 29.ALL STORM DRAINAGE PIPE SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED. EXISTING RIGHT-OF-WAY TO BE ABANDONEDR/W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWW W W W W W W W W SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSS SS SS SS SS SS SSSSSSSSSSWWWWWWWWSUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE4 6,360 sq.ft 11 6,360 sq.ft 12 6,360 sq.ft 14 6,952 sq.ft 15 6,363 sq.ft 20 6,360 sq.ft 22 6,360 sq.ft 21 6,360 sq.ft 28 6,360 sq.ft 9 6,611 sq.ft 13 6,360 sq.ft 38 7,486 sq.ft 41 6,360 sq.ft 43 6,360 sq.ft 19 6,360 sq.ft 45 6,360 sq.ft 24 8,609 sq.ft 25 8,448 sq.ft 47 6,360 sq.ft 49 6,360 sq.ft 50 7,532 sq.ft 54 6,360 sq.ft 57 6,360 sq.ft 34 6,360 sq.ft 32 6,360 sq.ft 31 6,360 sq.ft 55 6,360 sq.ft 35 6,360 sq.ft 36 6,360 sq.ft 42 6,360 sq.ft 64 8,009 sq.ft 62 7,533 sq.ft 63 7,812 sq.ft 44 6,360 sq.ft 46 6,360 sq.ft 48 6,360 sq.ft 53 6,360 sq.ft 90 5,160 sq.ft 56 6,360 sq.ft 59 6,360 sq.ft 2 6,360 sq.ft 3 6,360 sq.ft 58 6,360 sq.ft 60 6,360 sq.ft 1 6,360 sq.ft 8 6,360 sq.ft 6 6,360 sq.ft 5 6,360 sq.ft 66 8,297 sq.ft 7 6,360 sq.ft 10 6,591 sq.ft 67 6,360 sq.ft 65 8,206 sq.ft 68 6,360 sq.ft 16 6,360 sq.ft 17 6,360 sq.ft 69 6,360 sq.ft 70 6,360 sq.ft 18 6,360 sq.ft 23 6,812 sq.ft 26 8,175 sq.ft 27 7,822 sq.ft 29 6,360 sq.ft 30 6,360 sq.ft 37 7,220 sq.ft 39 7,667 sq.ft 33 6,360 sq.ft 40 7,742 sq.ft 91 5,160 sq.ft 92 5,269 sq.ft 51 6,360 sq.ft 52 6,360 sq.ft 61 6,360 sq.ft 71 6,360 sq.ft 74 7,525 sq.ft 72 6,360 sq.ft 75 6,403 sq.ft 73 6,792 sq.ft 76 6,360 sq.ft 178 5,160 sq.ft 179 5,160 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUE77 6,360 sq.ftSUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE 180 5,160 sq.ft SUESUESUESUESUESUESUE 79 6,360 sq.ft 80 6,360 sq.ft 81 6,360 sq.ft 82 6,360 sq.ft 83 6,360 sq.ft 84 6,360 sq.ft 85 6,360 sq.ft 86 6,360 sq.ft 87 6,360 sq.ft 88 6,360 sq.ft 93 5,160 sq.ft 94 5,160 sq.ft 95 5,160 sq.ft 96 5,160 sq.ft 97 5,161 sq.ft 98 5,193 sq.ft 99 6,273 sq.ft 89 5,161 sq.ft 143 4,951 sq.ft SUE SUE SUE SUESUESUESUESUESUESUESUE79 80 81 82 83 84 85 86 87 88 93 94 95 96 97 98 99 89 143 77 180 178 179 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 90 91 92 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 21 22 23 24252627 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 78 8,245 sq.ft 78 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W STST R/W R/W R/W R/W R/W R/W OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOE GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW CB-14 RIM: 641.39 15" INV. IN: 635.71 (CB-14A) 15" INV. OUT: 635.71 (CB-12) CB-12 RIM: 640.33 15" INV. IN: 634.54 (CB-14) 24" INV. IN: 633.00 (CB-12A) 24" INV. OUT: 632.81 (CB-11) CB-12A RIM: 640.33 18" INV. IN: 633.24 (DCB-12B) 24" INV. OUT: 633.24 (CB-12) CB-11 RIM: 639.50 24" INV. IN: 632.51 (CB-12) 24" INV. OUT: 632.51 (CB-11A) CB-20A RIM: 639.30 15" INV. IN: 634.99 (CB-20B) 15" INV. OUT: 634.99 (CB-20) CB-20 RIM: 639.30 15" INV. IN: 634.75 (CB-20A) 18" INV. OUT: 634.75 (CB-19) CB-12C RIM: 638.93 15" INV. OUT: 634.49 (DCB-12B) DCB-12B RIM: 638.93 15" INV. IN: 634.25 (CB-12C) 18" INV. OUT: 634.25 (CB-12A) CB-19A RIM: 637.72 15" INV. IN: 633.13 (CB-19B) 15" INV. IN: 632.88 (CB-19C) 18" INV. OUT: 632.88 (CB-19) CB-19 RIM: 637.72 18" INV. IN: 632.64 (CB-20) 18" INV. IN: 632.64 (CB-19A) 24" INV. OUT: 632.64 (CB-18) CB-10A RIM: 636.34 15" INV. OUT: 631.21 (CB-10) CB-11A RIM: 637.96 24" INV. IN: 631.32 (CB-11) 15" INV. IN: 632.30 (CB-11B) 24" INV. OUT: 631.32 (CB-10) CB-3A RIM: 636.14 15" INV. OUT: 631.10 (CB-3) CB-3 RIM: 636.14 48" INV. IN: 625.30 (CB-4) 15" INV. IN: 630.86 (CB-3A) 48" INV. OUT: 625.30 (CB-2A) CB-18 RIM: 636.08 24" INV. IN: 630.45 (CB-19) 15" INV. IN: 631.40 (CB-18A) 30" INV. OUT: 630.45 (CB-17) CB-18A RIM: 636.08 15" INV. OUT: 631.64 (CB-18) CB-7 RIM: 635.86 36" INV. IN: 628.09 (CB-16) 36" INV. IN: 628.09 (CB-8) 42" INV. OUT: 628.09 (CB-6) CB-8 RIM: 636.42 36" INV. IN: 628.29 (DCB-9) 36" INV. OUT: 628.29 (CB-7)CB-17 RIM: 634.94 30" INV. IN: 629.68 (CB-18) 15" INV. IN: 629.72 (CB-17A) 30" INV. OUT: 629.68 (CB-16) DCB-9 RIM: 634.88 18" INV. IN: 629.28 (DCB-9A) 30" INV. IN: 628.86 (CB-10) 36" INV. OUT: 628.86 (CB-8) DCB-9A RIM: 634.88 18" INV. OUT: 629.52 (DCB-9) CB-17B RIM: 634.77 15" INV. OUT: 630.33 (CB-17A) CB-16 RIM: 634.72 30" INV. IN: 629.46 (CB-17) 15" INV. IN: 629.74 (CB-16A) 36" INV. OUT: 629.46 (CB-7) CB-16A RIM: 634.79 15" INV. OUT: 630.08 (CB-16) CB-2 RIM: 634.42 48" INV. IN: 623.26 (CB-2A) 48" INV. OUT: 623.17 (FES-1) HW-1 3' x 4' BOX CULVERT INV. OUT: 629.41 (HW-2) CB-5 RIM: 634.12 48" INV. IN: 626.52 (CB-5A) 48" INV. OUT: 626.52 (CB-4) CB-4 RIM: 634.12 48" INV. IN: 626.40 (CB-5) 48" INV. OUT: 626.40 (CB-3) DCB-6A RIM: 633.54 18" INV. OUT: 627.34 (CB-6) CB-6 RIM: 633.54 42" INV. IN: 626.92 (CB-7) 18" INV. IN: 627.00 (DCB-6A) 48" INV. OUT: 626.92 (CB-5A) HW-2 3' x 4' BOX CULVERT INV. IN: 628.55 (HW-1) FES-1 48" INV. OUT: 620.00 (CB-2) 24.00 LF OF 15" RCP @ 1.00% 210.46 LF OF 18" RCP @ 1.00% 219.46 LF OF 24" RCP @ 1.00% 44.11 LF OF 30" RCP @ 0.50% 274.86 LF OF 36" RCP @ 0.50% 92.28 LF OF 48" RCP @ 3.44% 24.00 LF OF 15" RCP @ 1.00% 24.00 LF OF 18" RCP @ 1.00% 34.00 LF OF 18" RCP @ 1.00% 24.00 LF OF 18" RCP @ 1.00% 38.54 LF OF 48" RCP @ 0.50% 219.84 LF OF 48" RCP @ 0.50% 24.00 LF OF 24" RCP @ 1.00% 24.00 LF OF 48" RCP @ 0.50% 34.30 LF OF 15" RCP @ 1.00% 117.32 LF OF 15 " R C P @ 1 . 0 0 % 39.43 LF OF 24" RCP @ 0.75% 198.40 LF OF 24" RCP @ 0.60% 211.03 LF OF 24" RCP @ 0.60% 113.19 LF OF 36" RCP @ 0.50% 232.59 LF OF 42" RCP @ 0.50% 39.97 LF OF 36" RCP @ 0.50% 24.00 LF OF 15" CLASS IV @ 1.00% 167.69 LF OF 18" CLASS IV @ 0.60% 36.50 LF OF 15" RCP @ 1.00% 153.25 LF OF 30" RCP @ 0.50% 24.00 LF OF 15" RCP @ 1.00% CB-5A RIM: 633.68 48" INV. IN: 626.73 (CB-6) 48" INV. OUT: 626.73 (CB-5)206.49 LF OF 48" RCP @ 0.50%CB-20B RIM: 640.36 15" INV. OUT: 636.39 (CB-20A) 40.06 LF OF 15" RCP @ 1.00% 138.99 LF OF 15" RCP @ 1.00% 140.53 LF OF 15" RCP @ 1.00% 69.07 LF OF 15" RCP @ 1.00% 100.54 LF OF 48" RCP @ 1.00% 199.97 LF OF 30" RCP @ 0.60% CB-19B RIM: 637.37 15" INV. OUT: 633.53 (CB-19A) CB-19C RIM: 638.77 15" INV. OUT: 634.27 (CB-19A) CB-14A RIM: 641.11 15" INV. OUT: 636.40 (CB-14) CB-2A RIM: 635.77 48" INV. IN: 624.27 (CB-3) 48" INV. OUT: 624.27 (CB-2) CB-11B RIM: 637.96 15" INV. OUT: 632.54 (CB-11A) CB-10 RIM: 636.34 24" INV. IN: 630.06 (CB-11A) 15" INV. IN: 630.97 (CB-10A) 30" INV. OUT: 630.06 (DCB-9) 24.00 LF OF 15" RCP @ 1.00% 24.00 LF OF 15" RCP @ 1.00% 85.90 LF OF 3' X 4' CONCRETE BOX CULVERT @ 1.00%SDESDESDESDESDESDE SDE SDE SDE SDESDESDESDE SDESDESDESDESDESDE SDESDESDESDESDESD E SD E SDE SDESDESDE SDESDESDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDES D E SD E SDE SDESD E SDE SDES D E CB-17A RIM: 634.94 15" INV. IN: 629.96 (CB-17B) 15" INV. OUT: 629.96 (CB-17) 24.01 LF OF 15" RCP @ 1.00% 42.02 LF OF 48" RCP @ 0.50% OS-1 RIM: 617.11 18" INV. OUT: 615.30 (FES-55) 90.49 LF OF 18" RCP @ 1.00% FES-55 RIM: 616.19 18" INV. IN: 614.40 (OS-1) 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-6.2PROP. 8" SS CROSSING BOT 15" RCP: 629.65 TOP OF 8" SS: 626.60 PROP. 8" SS CROSSING BOT 15" RCP: 631.33 TOP OF 8" SS: 628.05 PROP. 8" SS CROSSING BOT 15" RCP: 632.55 TOP OF 8" SS: 630.35 PROP. 8" SS CROSSING BOT 15" RCP: 634.68 TOP OF 8" SS: 632.45 PROP. 8" SS CROSSING BOT 15" RCP: 629.72 TOP OF 8" SS: 625.72 PROP. SSMH (TYP.) REFER TO CHAPTER 7 FOR CONTINUATION PROP. 8" SS CROSSING BOT 15" RCP: 630.90 TOP OF 8" SS: 626.81 PROP. 8" SS CROSSING BOT 18" RCP: 629.19 TOP OF 8" SS: 625.29 PROP. 8" SS CROSSING BOT 15" CLASS IV: 634.18 TOP OF 8" SS: 632.44 PROP. 8" SS CROSSING BOT 24" RCP: 632.87 TOP OF 8" SS: 631.85 PROP. 8" SS CROSSING BOT 18" RCP: 626.96 TOP OF 8" SS: 622.83 PROP. 8" SS CROSSING BOT 36" RCP: 627.95 TOP OF 8" SS DIP: 624.23 PROP. 8" SS CROSSING BOT 15" RCP: 630.79 TOP OF 8" SS: 628.12 PROP. 8" SS CROSSING TOP 48" RCP: 626.05 BOT OF 8" SS: 623.20 PROP. 8" SS CROSSING BOT BOX CULVERT: 628.66 TOP OF 8" SS: 621.98 PROP. WM (TYP.) REFER TO CHAPTER 7 FOR CONTINUATION WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 STORM DRAINAGE PLAN N/A FJM MTG MTG C-6.1 10/18/2019 2:32 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-STORM.DWG STORM DRAINAGE NOTES: 1.SEE SHEET C-0.2 - GENERAL NOTES FOR ADDITIONAL NOTES AND DETAILS. 2.SEE SHEET C-6.17 - STORM DRAINAGE DETAILS FOR NCDOT STRUCTURE INFORMATION. 3.SEE CHAPTER 5 - GRADING PLAN FOR SITE GRADING INFORMATION. 4.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 5.ALL STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNION COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT. 7.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 8.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 9.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. 10.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 11.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 12.ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS, PART 1926 SUBPART P, AS AMENDED. 13.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 14.IF PROPOSED UTILITIES IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM RESPONSIBLE GAS COMPANY. 15.ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS, HIGHWAYS, OR PUBLIC RIGHTS-OF-WAY ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, COORDINATING THE WORK WITH ALL AFFECTED GOVERNMENT AGENCIES AND UTILITIES AND INFORMING OCCUPANTS OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TO THE WORK. 16.RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SAFETY DEVICES FOR THE PROTECTION OF THE PUBLIC, THE WORKERS, AND GENERAL PROTECTION OF THE WORK SHALL REST WITH THE CONTRACTOR DOING THE WORK. 17.ALL LANE CLOSURES THAT ARE REQUIRED SHALL FOLLOW THE UNIFORM TRAFFIC CONTROL MANUAL. 18.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. 19.EARTHWORK CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES 20.EARTHWORK CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS PROJECT. 21.THE EARTHWORK CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION SEDIMENT AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED. 22.FOR ANY WORK ON THE STATE RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL: A)NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON COMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE RIGHT-OF-WAY. B)PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT BARRICADES AND FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD HARMLESS THE STATE OF NORTH CAROLINA, THE ARCHITECT/ENGINEER, AND THE OWNER FROM ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC. 20.EARTHWORK CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO OWNER. 21.EARTHWORK CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROL AND AIR POLLUTION ORDINANCES OR RULES. 22.IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST, IN THE EVENT OF A SHORTAGE OF STRUCTURAL FILL. 23.CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED. 24.CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK. 25.ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY. 26.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION. 27.MINIMUM COVER ON ALL STORM PIPES SHALL BE 2 FEET. (UNLESS OTHERWISE NOTED) 28.ALL NON-STANDARD DRAINAGE STRUCTURES (CB'S, HW'S, FES'S, BOTTOMLESS CULVERTS, ETC.) WILL REQUIRE SEALED CONSTRUCTION DRAWINGS. 29.ALL STORM DRAINAGE PIPE SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED. 30.CONTRACTOR TO INSTALL PROPOSED CATCH BASINS PER CATCH BASIN FRAME IN VALLEY GUTTER DETAIL (SHEET C-6.17). PROPOSED CURB TAPER TO BE INSTALLED TO MINIMIZE DRIVEWAY IMPACTS. PROP. 8" SS CROSSING BOT 24" RCP: 632.23 TOP OF 8" SS: 628.99 PROP. STORM DRAINAGE EASEMENT (TYP.) PROP. WET POND 1 (REFER TO C-6.12 FOR CONTINUATION) EX. WETLANDS TO REMAIN (TYP.) WEDDINGTO N R O A D N C H W Y 8 4 FUTURE 100' P U B L I C R / W AIRPORT ROAD SR # 1 3 4 9 60' PUBLIC R/W MARKFIELD LANE40' PUBLIC R/WWEDDINGTON POINTE DRIVE 50' PUBLIC R/W PENWOOD PLACE40' PUBLIC R/WFOXCROFT DRIVE 40' PUBLIC R/W WALKERS RUN DRIVEVARIABLE WIDTH PUBLIC R/WPORTERS LANE 40' PUBLIC R/W EX. 30" INV. OUT: 629.91 (TO REMAIN) EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING / FUTURE RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PROPOSED STORM DRAINAGE EXISTING RIGHT-OF-WAY TO BE ABANDONEDR/W NOTE: 1.HW-1 TO HW-2 SHALL BE INSTALLED WITH 6" EMBEDMENT. INVERT OF PIPE IS SHOWN IN PLAN VIEW. SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS SS SS SS SS SS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SSSSSSSSSSWWWWW WSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W SSSSSSSSSS SS SS SS SS SS SS SS SS SS SSSSSSSSSSWWWWWWWSUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUES U E SUESUESUESUESUESUESUESUESUESUESUE SUE90 5,160 sq.ft 6,360 sq.ft 70 6,360 sq.ft 122 6,212 sq.ft 91 5,160 sq.ft 92 5,269 sq.ft 51 6,360 sq.ft 124 6,760 sq.ft 125 6,910 sq.ft 6,360 sq.ft 129 5,160 sq.ft 71 6,360 sq.ft 140 5,160 sq.ft 74 7,525 sq.ft 72 6,360 sq.ft 75 6,403 sq.ft 73 6,792 sq.ft 76 6,360 sq.ft 127 5,160 sq.ft 149 5,160 sq.ft 131 5,160 sq.ft 134 5,160 sq.ft 136 5,160 sq.ft 147 5,160 sq.ft 170 5,479 sq.ft 146 5,160 sq.ft 148 5,160 sq.ft 123 6,486 sq.ft 126 5,160 sq.ft 153 5,160 sq.ft 128 5,160 sq.ft 155 5,160 sq.ft 130 5,160 sq.ft 157 5,160 sq.ft 133 5,160 sq.ft 132 5,160 sq.ft 138 5,160 sq.ft 135 5,160 sq.ft 137 5,160 sq.ft 139 5,160 sq.ft 145 5,160 sq.ft 150 5,160 sq.ft 151 5,160 sq.ft 152 5,160 sq.ft 154 5,160 sq.ft 156 5,160 sq.ft 158 5,160 sq.ft 159 5,160 sq.ft 160 5,432 sq.ft 175 5,160 sq.ft 176 5,160 sq.ft 177 5,160 sq.ft 178 5,160 sq.ft 179 5,160 sq.ft 77 6,360 sq.ft 163 8,900 sq.ft SUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE 172 5,160 sq.ft 167 7,024 sq.ft 161 5,217 sq.ft 165 9,780 sq.ft 162 5,726 sq.ft 166 9,732 sq.ft 164 12,349 sq.ft 169 5,168 sq.ft 168 5,639 sq.ft 180 5,160 sq.ft 171 5,436 sq.ft 174 5,160 sq.ft 173 5,160 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUES U E SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE 93 5,160 sq.ft 94 5,160 sq.ft 95 5,160 sq.ft 96 5,160 sq.ft 104 5,160 sq.ft 105 5,160 sq.ft 106 5,160 sq.ft 107 5,160 sq.ft 108 5,160 sq.ft 109 5,160 sq.ft 110 5,160 sq.ft 113 5,160 sq.ft 118 5,160 sq.ft 111 5,160 sq.ft 119 5,160 sq.ft 112 5,160 sq.ft 115 5,160 sq.ft 114 5,160 sq.ft 117 5,160 sq.ft 116 5,160 sq.ft 120 5,160 sq.ft 142 5,160 sq.ft 141 5,160 sq.ft 97 5,161 sq.ft 98 5,193 sq.ft 99 6,273 sq.ft 100 8,195 sq.ft 101 6,802 sq.ft 102 5,195 sq.ft 103 5,161 sq.ft 89 5,161 sq.ft 143 4,951 sq.ft 144 5,152 sq.ft 121 5,866 sq.ft 93 94 95 96 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 141 142 97 98 99 100 101 102 103 89 143 144 121 77 161 162 163 164 165 166 167 168 169 180 171 172 173 174 152 153 154 155 156 157 158 159 160 170 175 176 177 178 179 70 71 72 73 74 75 76 90 91 92 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 145 146 147 148 149 150 151 51 R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SSSSSSSS SS SSR/W R/W R/W R/W R/W R/W R/W SSSSSSSSOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T W W W W W W W W W W W W W W W W W W W UGP W W W W CB-40A RIM: 633.99 15" INV. OUT: 629.28 (CB-40) CB-40 RIM: 633.99 15" INV. IN: 628.94 (CB-40A) 15" INV. OUT: 628.94 (CB-39) CB-39 RIM: 632.78 15" INV. IN: 628.46 (CB-40) 18" INV. OUT: 626.53 (CB-38) CB-29A RIM: 631.17 18" INV. IN: 626.39 (CB-29B) 18" INV. OUT: 626.39 (CB-29) CB-29 RIM: 631.17 18" INV. IN: 626.05 (CB-29A) 24" INV. OUT: 625.66 (CB-28B) CB-38 RIM: 630.53 18" INV. IN: 625.02 (CB-39) 18" INV. OUT: 625.02 (CB-37B) SDMH-34 RIM: 629.00 24" INV. IN: 617.50 (CB-35) 24" INV. OUT: 617.50 (FES-33) CB-37A RIM: 628.43 15" INV. OUT: 623.81 (CB-37) CB-35 RIM: 628.13 24" INV. IN: 618.78 (DCB-36) 24" INV. OUT: 618.78 (SDMH-34) CB-28A RIM: 627.57 15" INV. OUT: 623.05 (CB-28) CB-28 RIM: 627.57 24" INV. IN: 622.08 (CB-28B) 15" INV. IN: 622.71 (CB-28A) 30" INV. OUT: 621.90 (CB-27B) DCB-36 RIM: 627.02 18" INV. IN: 622.28 (CB-37) 18" INV. IN: 621.85 (DCB-36A) 24" INV. OUT: 621.78 (CB-35) DCB-36A RIM: 627.02 15" INV. IN: 622.34 (CB-36B) 18" INV. OUT: 622.09 (DCB-36) CB-32 RIM: 625.53 18" INV. IN: 620.13 (CB-32A) 24" INV. OUT: 619.63 (CB-31) CB-32A RIM: 625.56 18" INV. IN: 620.38 (CB-32B) 18" INV. OUT: 620.38 (CB-32) CB-27C RIM: 625.38 15" INV. OUT: 620.54 (CB-27B) CB-27B RIM: 625.37 30" INV. IN: 619.70 (CB-28) 15" INV. IN: 620.20 (CB-27C) 30" INV. OUT: 619.70 (CB-27) CB-26 RIM: 625.25 30" INV. IN: 616.96 (CB-27) 15" INV. IN: 618.70 (CB-26A) 36" INV. OUT: 616.46 (CB-25) CB-26B RIM: 624.99 15" INV. OUT: 619.43 (CB-26A) CB-31A RIM: 624.94 15" INV. OUT: 620.18 (CB-31) CB-31 RIM: 624.94 24" INV. IN: 619.25 (CB-32) 15" INV. IN: 619.94 (CB-31A) 24" INV. OUT: 619.25 (CB-30) CB-25 RIM: 624.83 36" INV. IN: 616.17 (CB-26) 36" INV. OUT: 616.17 (CB-24A) DCB-27A RIM: 624.20 15" INV. OUT: 618.64 (CB-27) CB-27 RIM: 624.20 30" INV. IN: 618.30 (CB-27B) 15" INV. IN: 618.30 (DCB-27A) 30" INV. OUT: 618.30 (CB-26) CB-24A RIM: 622.88 36" INV. IN: 614.67 (CB-25) 36" INV. OUT: 614.67 (CB-24) CB-30 RIM: 622.65 24" INV. IN: 616.82 (CB-31) 15" INV. IN: 618.21 (CB-30A) 24" INV. OUT: 616.83 (CB-24) CB-30A RIM: 622.65 15" INV. OUT: 618.45 (CB-30) CB-22 RIM: 621.04 42" INV. IN: 612.78 (CB-23) 15" INV. IN: 612.78 (CB-22A) 42" INV. OUT: 612.78 (FES-21) CB-23 RIM: 621.03 42" INV. IN: 612.99 (CB-24) 42" INV. OUT: 612.99 (CB-22) FES-21 42" INV. OUT: 612.50 (CB-22) 34.00 LF OF 15" RCP @ 1.00% 126.7 8 L F O F 1 8 " R C P @ 1 . 0 0 % 24.00 LF OF 18" RCP @ 1.00% 34.00 LF OF 18" RCP @ 1.00% 185.9 4 L F O F 2 4 " R C P @ 1 . 0 0 % 220.0 0 L F O F 3 0 " R C P @ 1 . 0 0 % 134.6 2 L F O F 3 0 " R C P @ 1 . 0 0 % 38.51 LF OF 36" RCP @ 0.75% 38.83 LF OF 15" RCP @ 1.00% 34.00 LF OF 15" RCP @ 1.00% 34.00 LF OF 15" RCP @ 1.00% 128.00 LF OF 24" RCP @ 1.00% 82.94 LF OF 24" RCP @ 1.00% 299.5 0 L F O F 2 4 " R C P @ 1 . 0 0 % 48.25 LF OF 15" RCP @ 1.00%150.95 LF OF 18 " RCP @ 1 .00%199.40 LF OF 36" RCP @ 0.75%94.44 LF OF 42" RCP @ 0.60% 34.00 LF OF 42" RCP @ 0.60%47.38 LF OF 42" RCP @ 0.60% 24.50 LF OF 18" RCP @ 1.00% 38.55 LF OF 24" RCP @ 1.00% 161.5 7 L F O F 2 4 " R C P @ 1 . 5 0 % 46.26 LF OF 24" RCP @ 3.14% 24.00 LF OF 15" RCP @ 1.00% 24.00 LF OF 15" RCP @ 1.00% 24.00 LF OF 15" RCP @ 1.00% 82.58 LF OF 36" RCP @ 0.75% 139.5 7 L F O F 3 0 " R C P @ 1 . 0 0 % 34.00 LF OF 15" RCP @ 1.00% 52.62 LF OF 18" RCP @ 1.00% 65.25 LF OF 18" RCP @ 1.00% 24.97 LF OF 15" RCP @ 1.00% 88.22 LF OF 15" RCP @ 1.00% CB-36B RIM: 627.82 15" INV. OUT: 623.22 (DCB-36A) CB-28C RIM: 629.29 15" INV. OUT: 624.27 (CB-28B) 34.00 LF OF 15" RCP @ 1.18% CB-28B RIM: 629.29 24" INV. IN: 623.80 (CB-29) 15" INV. IN: 623.87 (CB-28C) 24" INV. OUT: 623.80 (CB-28) CB-29C RIM: 632.35 18" INV. OUT: 627.64 (CB-29B) CB-32B RIM: 626.24 15" INV. IN: 621.28 (CB-32C) 18" INV. OUT: 621.03 (CB-32A) CB-32C RIM: 626.24 15" INV. OUT: 621.53 (CB-32B) 172.00 LF OF 24" RCP @ 1.00%SSSSSSSDESDESDESDESDESDESD E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SD E SDESDESDESDESDES D E S D E S D E S D E S D E S D E S D E S D E S D E S D E SD E SDE SDE S D E S D E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDE SDE SDE S D E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESSSDESDES D E SDE SDE SDECB-37B RIM: 629.63 18" INV. IN: 624.24 (CB-38) 18" INV. OUT: 624.24 (CB-37) CB-29B RIM: 631.85 18" INV. IN: 627.11 (CB-29C) 18" INV. OUT: 627.11 (CB-29A) CB-26A RIM: 625.25 15" INV. IN: 619.04 (CB-26B) 15" INV. OUT: 619.04 (CB-26) 131.06 LF OF 15" RCP @ 0.60% 96.80 LF OF 15" RCP @ 0.60% 34.00 LF OF 15" CLASS IV @ 0.60% CB-22C RIM: 617.79 15" INV. OUT: 614.35 (CB-22B) CB-22B RIM: 617.80 15" INV. IN: 614.15 (CB-22C) 15" INV. OUT: 614.15 (CB-22A) CB-22A RIM: 619.21 15" INV. IN: 613.57 (CB-22B) 15" INV. OUT: 613.57 (CB-22) 77.99 LF OF 18" RCP @ 1.00% 69.71 LF OF 18" RCP @ 1.00% 34.00 LF OF 15" RCP @ 1.00% 90.09 LF OF 15" CLASS IV @ 0.50% OS-2 RIM: 617.12 18" INV. OUT: 615.32 (FES-56) 132.03 LF OF 18" RCP @ 1.00% FES-56 RIM: 615.79 18" INV. IN: 614.00 (OS-2) OS-3 RIM: 614.18 18" INV. OUT: 612.37 (FES-57) 62.10 LF OF 18" RCP @ 1.00% FES-57 RIM: 613.54 18" INV. IN: 611.75 (OS-3) 72.05 LF OF 18" RCP @ 1.00% DCB-27A 15" INV. OUT: 618.64 (CB-27) CB-24 RIM: 622.05 36" INV. IN: 614.05 (CB-24A) 24" INV. IN: 615.38 (CB-30) 42" INV. OUT: 613.55 (CB-23) CB-37 RIM: 628.43 18" INV. IN: 623.54 (CB-37B) 15" INV. IN: 623.57 (CB-37A) 18" INV. OUT: 623.54 (DCB-36) FES-33 24" INV. OUT: 616.67 (SDMH-34) HW-3 15" INV. OUT: 615.00 (HW-4) HW-4 15" INV. IN: 614.55 (HW-3) 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCA O L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCH L INE - C- 6 . 1 MATCHLINE - C-6.3PROP. 8" SS CROSSING BOT 18" RCP: 625.97 TOP OF 8" SS: 618.89 PROP. SSMH (TYP.) REFER TO CHAPTER 7 FOR CONTINUATION PROP. WM (TYP.) REFER TO CHAPTER 7 FOR CONTINUATION PROP. 8" SS CROSSING BOT 15" RCP: 628.92 TOP OF 8" SS: 621.07 PROP. 8" SS CROSSING BOT 15" RCP: 618.28 TOP OF 8" SS: 614.45 PROP. 8" SS CROSSING BOT 15" RCP: 618.68 TOP OF 8" SS: 613.63 PROP. 8" SS CROSSING BOT 36" RCP: 614.01 TOP OF 8" SS: 612.01 PROP. 8" SS CROSSING BOT 15" RCP: 622.66 TOP OF 8" SS: 616.73 PROP. 8" SS CROSSING BOT 15" RCP: 619.87 TOP OF 8" SS: 615.05 PROP. 8" SS CROSSING BOT 18" RCP: 621.78 TOP OF 8" SS: 620.14 PROP. 8" SS CROSSING BOT 18" RCP: 620.05 TOP OF 8" SS: 616.49 PROP. 8" SS CROSSING BOT 15" RCP: 623.53 TOP OF 8" SS: 621.40 PROP. 8" SS CROSSING BOT 15" RCP: 618.14 TOP OF 8" SS: 612.54 PROP. 8" SS CROSSING BOT 15" RCP: 620.18 TOP OF 8" SS: 615.30 WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 STORM DRAINAGE PLAN N/A FJM MTG MTG C-6.2 10/18/2019 11:01 AM ANDREW BREIT N:\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-STORM.DWG PROP. 8" SS CROSSING BOT 15" RCP: 621.22 TOP OF 8" SS: 617.46 STORM DRAINAGE NOTES: 1.SEE SHEET C-0.2 - GENERAL NOTES FOR ADDITIONAL NOTES AND DETAILS. 2.SEE SHEET C-6.17 - STORM DRAINAGE DETAILS FOR NCDOT STRUCTURE INFORMATION. 3.SEE CHAPTER 5 - GRADING PLAN FOR SITE GRADING INFORMATION. 4.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 5.ALL STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNION COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT. 7.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 8.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 9.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. 10.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 11.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 12.ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS, PART 1926 SUBPART P, AS AMENDED. 13.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 14.IF PROPOSED UTILITIES IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM RESPONSIBLE GAS COMPANY. 15.ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS, HIGHWAYS, OR PUBLIC RIGHTS-OF-WAY ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, COORDINATING THE WORK WITH ALL AFFECTED GOVERNMENT AGENCIES AND UTILITIES AND INFORMING OCCUPANTS OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TO THE WORK. 16.RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SAFETY DEVICES FOR THE PROTECTION OF THE PUBLIC, THE WORKERS, AND GENERAL PROTECTION OF THE WORK SHALL REST WITH THE CONTRACTOR DOING THE WORK. 17.ALL LANE CLOSURES THAT ARE REQUIRED SHALL FOLLOW THE UNIFORM TRAFFIC CONTROL MANUAL. 18.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. 19.EARTHWORK CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES 20.EARTHWORK CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS PROJECT. 21.THE EARTHWORK CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION SEDIMENT AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED. 22.FOR ANY WORK ON THE STATE RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL: A)NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON COMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE RIGHT-OF-WAY. B)PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT BARRICADES AND FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD HARMLESS THE STATE OF NORTH CAROLINA, THE ARCHITECT/ENGINEER, AND THE OWNER FROM ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC. 20.EARTHWORK CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO OWNER. 21.EARTHWORK CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROL AND AIR POLLUTION ORDINANCES OR RULES. 22.IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST, IN THE EVENT OF A SHORTAGE OF STRUCTURAL FILL. 23.CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED. 24.CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK. 25.ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY. 26.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION. 27.MINIMUM COVER ON ALL STORM PIPES SHALL BE 2 FEET. (UNLESS OTHERWISE NOTED) 28.ALL NON-STANDARD DRAINAGE STRUCTURES (CB'S, HW'S, FES'S, BOTTOMLESS CULVERTS, ETC.) WILL REQUIRE SEALED CONSTRUCTION DRAWINGS. 29.ALL STORM DRAINAGE PIPE SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED. 30.CONTRACTOR TO INSTALL PROPOSED CATCH BASINS PER CATCH BASIN FRAME IN VALLEY GUTTER DETAIL (SHEET C-6.17). PROPOSED CURB TAPER TO BE INSTALLED TO MINIMIZE DRIVEWAY IMPACTS. PROP. 8" SS CROSSING BOT 15" RCP: 623.88 TOP OF 8" SS: 617.71 PROP. STORM DRAINAGE EASEMENT (TYP.) PROP. WET POND 1 (REFER TO C-6.12 FOR CONTINUATION) PROP. WET POND 2 (REFER TO C-6.13 FOR CONTINUATION) PROP. WET POND 3 (REFER TO C-6.14 FOR CONTINUATION)WEDDINGTONPOINTE DRIVE50' PUBLIC R/WEAST C O T T A V E N U E 40' PU B L I C R / W WED D I N G T O N P O I N T E D R I V E 50' P U B L I C R / W MAYLEN TRACE40' PUBLIC R/WWEDDINGTON R O A D N C H W Y 8 4 FUTURE 100' PU B L I C R / W AIRP O R T R O A D S R # 1 3 4 9 60' P U B LI C R/ W VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 WESLEY PARK PLAT CAB. H, FILE 597 EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING / FUTURE RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PROPOSED STORM DRAINAGE EXISTING RIGHT-OF-WAY TO BE ABANDONEDR/W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSSSSWWWWWWWWWWWWW W WWWWWWWWWWWWWSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSS S S S SUESUESUESUESUESUESUESUE122 6,212 sq.ft 124 6,760 sq.ft 125 6,910 sq.ft 123 6,486 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUE SUES U E SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUE SUESUESUESUESUE SUE SUE SUE SUESUESUESUESUESUESUE SUE 119 5,160 sq.ft 120 5,160 sq.ft 184 7,166 sq.ft185 7,355 sq.ft186 7,418 sq.ft187 7,336 sq.ft188 7,186 sq.ft 194 8,753 sq.ft 195 9,209 sq.ft 196 11,721 sq.ft 197 10,514 sq.ft 198 11,106 sq.ft 121 5,866 sq.ft 189 7,155 sq.ft 190 8,023 sq.ft 191 7,203 sq.ft 192 7,428 sq.ft 193 7,798 sq.ft 201 7,151 sq.ft 200 7,616 sq.ft 199 8,587 sq.ft 119 120 184 185 186 187 188 194 195 196 197 198 121 189190 191 192 193 201 200 199 122 123 124 125 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W STSTOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOT TW W W W W W W W W W W W W W W W W W W W W W W W W W W CB-45 RIM: 631.45 30" INV. IN: 619.54 (CB-46) 30" INV. OUT: 619.54 (CB-44) CB-44 RIM: 630.03 30" INV. IN: 618.51 (CB-45) 15" INV. IN: 624.42 (CB-44A) 30" INV. OUT: 618.51 (CB-43) CB-44A RIM: 630.02 15" INV. OUT: 624.66 (CB-44) CB-43 RIM: 628.99 30" INV. IN: 617.75 (CB-44) 18" INV. IN: 621.52 (DCB-43A) 36" INV. OUT: 617.25 (SDMH-42) DCB-43A RIM: 627.31 18" INV. OUT: 622.65 (CB-43) SDMH-42 RIM: 627.00 36" INV. IN: 615.58 (CB-43) 36" INV. OUT: 615.58 (FES-41) FES-41 36" INV. OUT: 615.07 (SDMH-42) 158.33 LF O F 3 0 " R C P @ 1 . 0 0 % 76.22 LF OF 30" RCP @ 1.00% 167.63 LF OF 36" RCP @ 1.00% 24.00 LF OF 15" RCP @ 1.00% 102.66 LF OF 30" RCP @ 1.00%50.57 LF OF 36" RCP @ 1.00%SSSSSSSDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDESDESDE SDE SDE SDE SDE SDE SDESD E SD E SD E SD E SDESDE SDESDESDESDESDESDESDESDE SDE SDE SDE SDE SD E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESSSSSSSSSSSSSSSDESDEOS-4 RIM: 615.83 18" INV. OUT: 614.03 (FES-58) 102.85 LF OF 18" RCP @ 1.00% FES-58 RIM: 614.79 18" INV. IN: 613.00 (OS-4) 112.72 LF OF 18" RCP @ 1.00% 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-6.4MATCHLINE - C-6.2PROP. 8" SS CROSSING BOT 15" RCP: 624.37 TOP OF 8" SS: 621.04 PROP. SSMH (TYP.) REFER TO CHAPTER 7 FOR CONTINUATION PROP. WM (TYP.) REFER TO CHAPTER 7 FOR CONTINUATION WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 STORM DRAINAGE PLAN N/A FJM MTG MTG C-6.3 10/18/2019 2:33 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-STORM.DWG STORM DRAINAGE NOTES: 1.SEE SHEET C-0.2 - GENERAL NOTES FOR ADDITIONAL NOTES AND DETAILS. 2.SEE SHEET C-6.17 - STORM DRAINAGE DETAILS FOR NCDOT STRUCTURE INFORMATION. 3.SEE CHAPTER 5 - GRADING PLAN FOR SITE GRADING INFORMATION. 4.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 5.ALL STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNION COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT. 7.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 8.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 9.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. 10.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 11.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 12.ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS, PART 1926 SUBPART P, AS AMENDED. 13.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 14.IF PROPOSED UTILITIES IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM RESPONSIBLE GAS COMPANY. 15.ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS, HIGHWAYS, OR PUBLIC RIGHTS-OF-WAY ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, COORDINATING THE WORK WITH ALL AFFECTED GOVERNMENT AGENCIES AND UTILITIES AND INFORMING OCCUPANTS OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TO THE WORK. 16.RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SAFETY DEVICES FOR THE PROTECTION OF THE PUBLIC, THE WORKERS, AND GENERAL PROTECTION OF THE WORK SHALL REST WITH THE CONTRACTOR DOING THE WORK. 17.ALL LANE CLOSURES THAT ARE REQUIRED SHALL FOLLOW THE UNIFORM TRAFFIC CONTROL MANUAL. 18.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. 19.EARTHWORK CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES 20.EARTHWORK CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS PROJECT. 21.THE EARTHWORK CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION SEDIMENT AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED. 22.FOR ANY WORK ON THE STATE RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL: A)NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON COMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE RIGHT-OF-WAY. B)PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT BARRICADES AND FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD HARMLESS THE STATE OF NORTH CAROLINA, THE ARCHITECT/ENGINEER, AND THE OWNER FROM ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC. 20.EARTHWORK CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO OWNER. 21.EARTHWORK CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROL AND AIR POLLUTION ORDINANCES OR RULES. 22.IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST, IN THE EVENT OF A SHORTAGE OF STRUCTURAL FILL. 23.CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED. 24.CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK. 25.ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY. 26.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION. 27.MINIMUM COVER ON ALL STORM PIPES SHALL BE 2 FEET. (UNLESS OTHERWISE NOTED) 28.ALL NON-STANDARD DRAINAGE STRUCTURES (CB'S, HW'S, FES'S, BOTTOMLESS CULVERTS, ETC.) WILL REQUIRE SEALED CONSTRUCTION DRAWINGS. 29.ALL STORM DRAINAGE PIPE SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED. 30.CONTRACTOR TO INSTALL PROPOSED CATCH BASINS PER CATCH BASIN FRAME IN VALLEY GUTTER DETAIL (SHEET C-6.17). PROPOSED CURB TAPER TO BE INSTALLED TO MINIMIZE DRIVEWAY IMPACTS. PROP. STORM DRAINAGE EASEMENT (TYP.) PROP. POND 4 (REFER TO C-6.15 FOR CONTINUATION) PROP. POND 3 (REFER TO C-6.14 FOR CONTINUATION) Y E A R D E N L A N E 4 0 ' P U B L I C R /W WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC R/W VILLAGES OF WESLEY CHAPEL, MAP 2 P.C. H, FILE 539 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY EX. POND TO REMAIN (WATER ELEVATION: 625.80) EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING / FUTURE RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PROPOSED STORM DRAINAGE EXISTING RIGHT-OF-WAY TO BE ABANDONEDR/W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWSUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUE181 8,530 sq.ft 182 7,155 sq.ft 183 7,155 sq.ft 184 7,166 sq.ft185 7,355 sq.ft186 7,418 sq.ft187 7,336 sq.ft188 7,186 sq.ft 202 7,155 sq.ft 203 7,155 sq.ft 204 7,155 sq.ft 205 7,155 sq.ft 206 7,155 sq.ft 207 7,155 sq.ft 208 7,155 sq.ft 209 7,155 sq.ft 210 7,155 sq.ft 211 7,300 sq.ft 212 7,867 sq.ft 213 13,236 sq.ft 214 13,121 sq.ft 215 12,371 sq.ft 216 11,611 sq.ft 217 7,867 sq.ft 218 7,300 sq.ft 219 7,155 sq.ft 220 7,155 sq.ft 221 7,155 sq.ft 222 7,155 sq.ft 223 7,155 sq.ft 224 8,100 sq.ft 225 9,654 sq.ft 189 7,155 sq.ft 190 8,023 sq.ft 201 7,151 sq.ft 200 7,616 sq.ft 181182183184 185 186 187 188 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218219220221222223224225 189190 201 200 R/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/W R/W R/W R/W R/WR/W R /W R/W R/W OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOTT W W W W W W W W W W W W W W W W W W W W W W W UGP CB-50 RIM: 638.42 18" INV. IN: 632.89 (CB-50A) 15" INV. IN: 633.13 (SDMH-50C) 24" INV. OUT: 630.52 (CB-49B) CB-50A RIM: 638.42 15" INV. IN: 633.38 (CB-50B) 18" INV. OUT: 633.13 (CB-50) SDMH-52 RIM: 636.08 30" INV. IN: 629.31 (FES-51) 30" INV. OUT: 629.31 (SDMH-53) CB-47A RIM: 634.07 15" INV. OUT: 628.70 (CB-47) CB-47 RIM: 634.07 30" INV. IN: 623.24 (CB-48) 15" INV. IN: 628.46 (CB-47A) 30" INV. OUT: 623.24 (SDMH-47A) CB-46 RIM: 633.70 30" INV. IN: 621.12 (SDMH-47A) 30" INV. OUT: 621.12 (CB-45) CB-48 RIM: 633.52 30" INV. IN: 623.74 (DCB-49) 15" INV. IN: 624.24 (CB-48A) 30" INV. OUT: 623.74 (CB-47) CB-48B RIM: 633.39 15" INV. OUT: 624.99 (CB-48A) CB-48A RIM: 633.39 15" INV. IN: 624.65 (CB-48B) 15" INV. OUT: 624.65 (CB-48) SDMH-53 RIM: 633.45 30" INV. IN: 628.15 (SDMH-52) 36" INV. OUT: 628.15 (FES-54) FES-51 RIM: 633.21 30" INV. OUT: 629.92 (SDMH-52) DCB-49 RIM: 632.39 24" INV. IN: 625.55 (CB-49B) 24" INV. IN: 627.76 (DCB-49A) 30" INV. OUT: 625.05 (CB-48) DCB-49A RIM: 632.39 15" INV. IN: 628.47 (CB-49AA) 24" INV. OUT: 628.00 (DCB-49) FES-54 RIM: 631.46 36" INV. IN: 627.50 (SDMH-53) 24.00 LF OF 18" RCP @ 1.00% 212.00 LF OF 24" RCP @ 1.00% 130.38 LF OF 30" CLASS IV @ 1.00% 50.28 LF OF 30" RCP @ 1.00% 24.00 LF OF 15" RCP @ 1.00% 24.00 LF OF 24" CLASS IV @ 1.00% 33.93 LF OF 15" CLASS IV @ 1.00% 41.02 LF OF 15" RCP @ 1.00% 61.35 LF OF 30" RCP @ 1.00% 116.22 LF OF 30" RCP @ 1.00% 129.24 LF OF 36" CLASS IV @ 0.50% SDMH-47A RIM: 634.79 30" INV. IN: 621.86 (CB-47) 30" INV. OUT: 621.86 (CB-46) 137.52 LF OF 30" RCP @ 1.00% 178.79 LF OF 24" RCP @ 1.00% 74.10 LF OF 30" RCP @ 1.00% 55.68 LF OF 15" RCP @ 1.00% 56.41 LF OF 15" RCP @ 1.00% CB-50B RIM: 639.35 15" INV. OUT: 633.94 (CB-50A) CB-50D RIM: 639.91 15" INV. OUT: 634.05 (SDMH-50C) CB-49C RIM: 634.90 15" INV. OUT: 630.04 (CB-49B) CB-49B RIM: 634.90 24" INV. IN: 628.40 (CB-50) 15" INV. IN: 629.80 (CB-49C) 24" INV. OUT: 627.33 (DCB-49) SDMH-50C RIM: 639.01 15" INV. IN: 633.49 (CB-50D) 15" INV. OUT: 633.49 (CB-50) 36.39 LF OF 15" RCP @ 1.00% SD E SD ESDESDESDESDESDESDE HW-6 15" INV. IN: 634.59 (HW-5) 82.44 LF OF 15" CLASS IV @ 0.50% HW-5 15" INV. OUT: 635.00 (HW-6) 77.77 LF OF 15" RCP @ 1.00% CB-49AA RIM: 633.24 15" INV. OUT: 629.25 (DCB-49A) CB-48A RIM: 633.39 15" INV. IN: 624.65 (CB-48B) 15" INV. OUT: 624.65 (CB-48) 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-6.3PROP. 8" SS CROSSING BOT 15" RCP: 628.39 TOP OF 8" SS: 625.43 PROP. 8" SS CROSSING BOT 36" RCP: 627.62 TOP OF 8" SS: 625.91 PROP. 8" SS CROSSING BOT 24" CLASS IV: 627.63 TOP OF 8" SS DIP: 626.60 PROP. 8" SS CROSSING BOT 18" RCP: 632.80 TOP OF 8" SS: 630.45 PROP. SD CROSSING BOT 30" RCP: 627.99 TOP OF 15" CLASS IV: 626.25 PROP. SSMH (TYP.) REFER TO CHAPTER 7 FOR CONTINUATION PROP. WM (TYP.) REFER TO CHAPTER 7 FOR CONTINUATION WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 STORM DRAINAGE PLAN N/A FJM MTG MTG C-6.4 10/18/2019 2:33 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-STORM.DWG PROP. 8" SS CROSSING BOT 15" RCP: 629.73 TOP OF 8" SS: 628.32 PROP. SD CROSSING BOT 36" RCP: 627.70 TOP OF 30" CLASS IV: 626.83 STORM DRAINAGE NOTES: 1.SEE SHEET C-0.2 - GENERAL NOTES FOR ADDITIONAL NOTES AND DETAILS. 2.SEE SHEET C-6.17 - STORM DRAINAGE DETAILS FOR NCDOT STRUCTURE INFORMATION. 3.SEE CHAPTER 5 - GRADING PLAN FOR SITE GRADING INFORMATION. 4.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 5.ALL STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNION COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT. 7.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 8.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. 9.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. 10.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB. 11.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 12.ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS, PART 1926 SUBPART P, AS AMENDED. 13.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 14.IF PROPOSED UTILITIES IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM RESPONSIBLE GAS COMPANY. 15.ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS, HIGHWAYS, OR PUBLIC RIGHTS-OF-WAY ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, COORDINATING THE WORK WITH ALL AFFECTED GOVERNMENT AGENCIES AND UTILITIES AND INFORMING OCCUPANTS OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TO THE WORK. 16.RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SAFETY DEVICES FOR THE PROTECTION OF THE PUBLIC, THE WORKERS, AND GENERAL PROTECTION OF THE WORK SHALL REST WITH THE CONTRACTOR DOING THE WORK. 17.ALL LANE CLOSURES THAT ARE REQUIRED SHALL FOLLOW THE UNIFORM TRAFFIC CONTROL MANUAL. 18.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. 19.EARTHWORK CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES 20.EARTHWORK CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS PROJECT. 21.THE EARTHWORK CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION SEDIMENT AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED. 22.FOR ANY WORK ON THE STATE RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL: A)NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON COMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE RIGHT-OF-WAY. B)PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT BARRICADES AND FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD HARMLESS THE STATE OF NORTH CAROLINA, THE ARCHITECT/ENGINEER, AND THE OWNER FROM ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC. 20.EARTHWORK CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO OWNER. 21.EARTHWORK CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROL AND AIR POLLUTION ORDINANCES OR RULES. 22.IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST, IN THE EVENT OF A SHORTAGE OF STRUCTURAL FILL. 23.CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED. 24.CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK. 25.ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY. 26.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION. 27.MINIMUM COVER ON ALL STORM PIPES SHALL BE 2 FEET. (UNLESS OTHERWISE NOTED) 28.ALL NON-STANDARD DRAINAGE STRUCTURES (CB'S, HW'S, FES'S, BOTTOMLESS CULVERTS, ETC.) WILL REQUIRE SEALED CONSTRUCTION DRAWINGS. 29.ALL STORM DRAINAGE PIPE SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED. 30.CONTRACTOR TO INSTALL PROPOSED CATCH BASINS PER CATCH BASIN FRAME IN VALLEY GUTTER DETAIL (SHEET C-6.17). PROPOSED CURB TAPER TO BE INSTALLED TO MINIMIZE DRIVEWAY IMPACTS. EX. POND TO REMAIN (WATER ELEVATION: 625.80) WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC R/W YEARDEN LANE 40' PUBLIC R/W GLENFORDDRIVE50' PUBLIC R/WEX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING / FUTURE RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PROPOSED STORM DRAINAGE EXISTING RIGHT-OF-WAY TO BE ABANDONEDR/W EX. OFFSITE OP-1 INV. IN: 633.70 EX. OFFSITE OP-2 INV. OUT: 632.20 EX. 54.18 LF OF 30" RCP @ 2.77% FHWV R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WI L L O W R U N D R I V E R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/WSSSSSSFLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. FLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. R/W R /W R/W R/W R/W SS SS SS R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WSSOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOE OE OE OE OE OE OE OE OE OE OE OE GA S GA S GA S GA S GA S GA S GA S GAS GA S GA S G A S G A S G A S GA S GA S GAS GA S GA S GAS GA S GA S GA S GA S GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO F O F O F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T TTT T W W W W W W W WWWWWWWWWW W W W W W W W WCATCH BASINT/C 636.74OUT 631.1DMHR IM 6 3 6 . 3 2 I N 6 3 1 . 0OUT 630.83 0 ' F E SINV 629.914'X4' BOX CULVERTINV. 607.83WR/WR/WR/WR/WR/WR/WR/W R /WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W SDESDESDESDESDE SDESDE SDE SDESDE SDESDESDES D E SDE SD E SDESDESDESDESDESDESDES D E SDESDE SDE SDESDESDESDESD E SDESDESDESDESDESDE SSSSCB-26ASEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 0 1"=200' 100'200'400' EXISTING POND MATC H LI N E - C-6.7 MATC H LI N E - C-6.8 PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT 1.14 AC FIRE DEPT FUTURE DEVELOPMENT WE D D I N G T O N R O A D NC H W Y 8 4 EXISTING WETLAND AIRPO R T R O A D WESLEY PARK PLAT CAB. H, FILE 597 VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 VILLAGES OF WESLEY CHAPEL, MAP 2 P.C. H, FILE 539 ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615 JOHNS FOREST L A N E BOBBY TYSON BK. 5056, PG. 620 TAX PIN: 06-003-014 NOW OR FORMERLY PAUL HOWIE, JR. BK. 289, PG. 068 TAX PIN: 06-003-013 NOW OR FORMERLY JERRY R. HELMS TAX PIN: 06-003-011 NOW OR FORMERLY LEROY ADAMS BK. 191, PG. 704 TAX PIN: 06-003-012 NOW OR FORMERLY HALDENBY HOLDINGS, LLC BK. 5126, PG. 651 TAX PIN: 06-003-015 NOW OR FORMERLY DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011E NOW OR FORMERLY PROPERTY BOUNDARY (TYP) STREAM BUFFER (TYP) PROP BMP PROP BMP PROP BMP PROP BMPMATCHLINE - C-6.6MATCHLINE - C-6.7MATC H LI N E - C-6.8 MATC H LI N E - C-6.9 VILLAGES OF WESLEY CHAPEL, HOMEOWNERS ASSOCIATION BK. 4519, PG. 061 TAX PIN: 09-402-553 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY NOTE REFER TO SHEET C-1.0 FOR ADDITIONAL ADJACENT PROPERTY OWNER INFORMATION. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 STORM DRAINAGE AREA INDEX SHEET N/A FJM MTG MTG C-6.5 10/18/2019 2:34 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CIVIL\CALCS\18330-DRAINAGE MAP.DWG EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING / FUTURE RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PROPOSED STORM DRAINAGE EXISTING RIGHT-OF-WAY TO BE ABANDONEDR/W OFFSITE DA 5.91 ACRES OFFSITE DA 7.94 ACRES R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W STST R/W R/W R/W R/W R/W OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOE GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW 637636635635 635636637638639640 63863964064 0 641639 639 640 641 642639638637636635635636 636 635 634 634 635 635 634 638 638 639 637 636 637 636 637 638 638 637 638 637 637 638 636 636 637 635 636 637 635 636 634 636 635 637 637 636 635636 636 637 637637638 638 638 637635635 638 636638637638637638638639638639639638637639637638636635638639639637638 638 640 638640639639640639640641640641640641641642641642641642643642643643642640643642639642641639642641639641640638641640638641640638640639638638 6406416 4 2 640641 640 640 641 640 641 641 640 641 642 641 642 638 642 643 640 637 634 642 643 639 635 631 643 644 640 635 630 627 644 643 642 640 635 630 625 640635630625621644640635630625625622630635640640 635 630 643644 640 641 640 641 641 640 641 640 641 642 641 642 643 642 642 643 643 644 640 641 640 641 641 640 640 641 641 640641 641 641 640 64164064164063964063964063963963863963863963863863763863763 7 638637636637 636 637 636 638 637 638 637 638 637 636 638 637 6386386366376376386 3 9 637638639637638639638639640640638639639640641641 639640641640641640641639640641639640639640638639638639637638639638637637638637636637636637636637 636 637 636 635 636 637 635 636 635 636 635636636 637 637 637 636 635636637636637633638637635631638637635630639638635630627639638635630626639638635630627640639635630640639635630627641640635630628641640635641640635641637635636637636635637 637636637638637638637638638639637638639638637638637635630626639638635630628639638635630638637635632638637635638637638 635 630 626625 630 635 625630635625 630 634 630634628 630 635 638637638639639 635 632 639638637630 635630626635638639628630635637638626630635637638635636637638630625632 628 625622625 625 620 616 616620625620625625 620 616617 612616 617620625612617616620625612616617620631 635635 635 633 633637630 635 635633632634630632633634633632633634635633 635 636 637 636 637 635 636 637637 635 636 63563463463363263363463263363 6 637 640 638 625R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W DA (UNDETAINED POND 1) 0.74 AC DA (CB-14A) 0.39 AC DA (CB-12A) 0.42 AC DA (CB-12) 0.07 AC DA (CB-11) 0.03 AC DA (DCB-12B) 0.80 AC DA (CB-20A) 0.48 AC DA (CB-19A) 0.53 AC DA (CB-12C) 0.71 AC DA (CB-20) 0.15 AC DA (CB-11A) 0.56 AC DA (CB-19) 0.68 AC DA (CB-18A) 0.66 AC DA (CB-17A) 0.17 AC DA (CB-17) 0.30 AC DA (CB-18) 0.69 AC DA (CB-6) 0.84 AC DA (DCB-6A) 1.33 AC DA (CB-2A) 0.42 AC DA (CB-3) 0.17 AC DA (CB-3A) 0.26 AC DA (CB-4) 0.22 AC DA (CB-5) 0.47 AC DA (CB-8) 0.02 AC DA (DCB-9) 0.69 AC DA (CB-7) 0.01 AC DA (CB-16) 0.58 AC DA (CB-16A) 0.84 AC DA (CB-40) 0.13 AC DA (CB-38) 0.41 AC DA (CB-39) 0.03 AC DA (POND 1) 0.23 AC DA (UNDETAINED POND 1) 3.61 AC DA (CB-40A) 0.49 AC DA (CB-20B) 0.41 AC DA (CB-19B) 0.38 AC DA (CB-14) 0.02 AC DA (CB-19C) 0.48 AC DA (CB-10A) 0.67 AC DA (CB-11B) 0.35 AC DA (DCB-9A) 0.91 AC DA (CB-2) 0.60 AC DA (CB-10) 0.56 AC 640 635 620 621 62 56356386 3 0 6 2 7 625 621635 636 635 636637 638 636 635633 63563 5 6366 3 7 635636 637637638 639 63 9 640 645 640 6406356306256306356 3 0 6 3 3 6 2 5 625 6 3 0 6 3 4 62 9 63 0 6 3 3 6 3 5635 638632633632 63062962 6 631 630 629627 626 622 623622 621 623 618 615 613SDESDESDESDESDESDESDESDESDESDESDESD E SDE SDESDESDE SDESDESDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDES D E SDE SDE SDESD E SDE SDES D E DA (CB-17B) 0.14 AC DA ( C B - 3 7 B ) 0.0 4 A C DA (CB-5A) 0.04 AC SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 0 1"=60' 30'60'120'MATCHLINE - C-6.7NOTE REFER TO SHEET C-1.0 FOR ADDITIONAL ADJACENT PROPERTY OWNER INFORMATION. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 DETAILED STORM DRAINAGE AREA PLAN N/A FJM MTG MTG C-6.6 10/18/2019 2:35 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CIVIL\CALCS\18330-DRAINAGE MAP.DWG EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING / FUTURE RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PROPOSED STORM DRAINAGE EXISTING RIGHT-OF-WAY TO BE ABANDONEDR/W OFFSITE DA 7.94 ACRES (REFER TO SHEET C-6.5) R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SSSSSSSS SS SSR/W R/W R/W R/W R/W R/W R/W SSSSSSSSOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T W W W W W W W W W W W W W W W W W W W UGP W W W W 642635 634 633 633 633 6 3 3 6326316306296 2 8 625622630635640640 635 630 6436276356306406396356306276416406356306286416406356416406356 4 1 6 3 7 6 3 5 6 3 6 637636635637637637638637638638639637638639638637638637635639638 635 630 626 625 630 635 6 2 5 6 3 0635 625 630 634 630634628630 635638637638639639 635 632 6396 3 8 6 3 7 630 6356306266356386396286306356376386 2 6 6 3 0 6 3 5 6 3 7 63 8 6356366376386306256326286 2 5 6 2 2 625 625 620 616 6166206256 2 0 6 2 5625620616617 6126 1 6 6 1 7 6 2 0 6 2 5 6 1 2 6 1 7 6 1 6 6 2 0 6 2 5 612616617620635633633637 630 635 6356336326306 3 26336346 3 3 6 3 2 6 3 363463 5 633 635 632 631 630 6 3 0 636637 636637 635636 637 637635636 635 634635 634635 633 635634634633632633634632633630 636 637 640 638 636 638 640 643 635 637 639 642 6 3 2 632 6 3 1 6 3 0 6 2 9 6 2 8 6 2 7 6 2 6 6 2 5 625 634 633 633 634 632 633 633 632 631 632 633 631 632 631 632 630 631 631 630 629 630 629 630 628 629 630 628 629 629 628 628 627 628 627 626 627 626 627 625 626 627 625 626 625 626 626 628 626 628626628627 628 630 628 628 631 628 630 6326 2 9 630 633 635 630 632 635 637 630 630 635 639 631 634 637 640 6 3 1 6 3 2 633 63 4 632 635 639 633 635 638633 635 639634 637 640 635 638 641 635 638 640 643 633 632 631 632 632 631 631 630 630 631 631 630630 630 630 631 631 6 2 9 629 630 629 62862 8 62 8 627627 627633627 627 628 62 9 629 629 6 2 8 6 2 7 6 2 6 6 2 5 6 2 4 6 2 3 623624625622621620619618627 626624625626625624625626626625626626 626625 626 626 625 627 626 627 626 628 627 628 627 628 627 629 628 629 628 630 629 630 629 631 630 631 630 631 630 632 631 632 631 633 632 63 1 629 630 629 630 628 629 628 629 629 630 629 630 629 630 630 631 630 631 630 629 629 630 629 628 628 629 628 627 627 626 626 627 6 2 6 625 626625631629627625630626629 6 2 5 624 623624 627625 627623630 629 629 628 629 628 629 630 629 630 629 631 630 631 630 631 630 630 629 627628 627628628627629628629628629628629 628 629 628 629628628629628627628625628627624 626 628 630 632630632630628626624622630630628626624622620629 62 9 628628629629630 630 629 631 631 630 626 625 628 630 631 629 630 625 622 630 629 627 623 629 625 628 629 629 628 626 623 630 629 627 624628625 617 61 7 622621620619622625622622625 625 624 61561 5 61561561 5 62 0 62 5 61 0 61061061 0 62 0620 62062562062262 2 609 609 613 610 607 607 610 615 620 621 620 620 615607615620 607615620610610615 620 R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W DA (CB-14A) 0.39 AC DA (CB-11A) DA (CB-2A) 0.42 AC DA (CB-3) 0.17 AC DA (CB-3A) 0.26 AC DA (CB-40) 0.13 AC DA (CB-37A) 0.64 AC DA (DCB-36) 0.81 AC DA (CB-35) 0.24 AC DA (DCB-36A) 0.78 AC DA (CB-37) 0.04 AC DA (CB-38) 0.41 AC DA (CB-39) 0.03 AC DA (CB-29A) 0.48 AC DA (CB-29) 0.39 AC DA (CB-28) 0.46 AC DA (CB-22) 0.64 AC DA (CB-24A) 0.66 AC DA (CB-25) 0.03 ACDA (CB-26) 0.01 AC DA (CB-23) 0.16 AC DA (CB-24) 0.05 AC DA (CB-30) 0.21 AC DA (CB-31) 0.01 AC DA (CB-32) 0.22 AC DA (CB-32A) 0.46 AC DA (CB-31A) 0.80 AC DA (CB-30A) 0.36 AC DA (CB-27B) 0.86 AC DA (CB-27) 0.75 AC DA (DCB-27A) 0.82 AC DA (CB-26B) 0.02 AC DA (POND 1) 0.23 AC DA (POND 2) 0.19 AC DA (POND 3) 0.03 AC DA (UNDETAINED POND 3) 0.13 AC DA (UNDETAINED POND 1) 3.61 AC DA (CB-40A) 0.49 AC DA (CB-28C) 0.77 AC DA (CB-27C) 0.96 AC DA (UNDETAINED POND 2) 1.93 AC DA (CB-14) 0.02 AC DA (CB-2) 0.60 AC DA (CB-28A) 0.77 AC DA (CB-28B) 0.46 AC DA (CB-29C) 0.73 AC DA (CB-32B) 0.67 AC DA (CB-32C) 0.72 AC DA (CB-36B) 0.43 AC 625 620626626632 631 63 0630631625620620621 625 6 2 7 628 625 631 635 635 638 6396406436 4 5 640 640 635 63063062562 5 634 6 3 3634 6326 2 5 620615615 610 622 630625620627637638 642 64 3 642 640 6 3 5 63 8 63 5 630 627 625 6 2 1 618 61 7 615 630 633 625 625632630629 626 631 630 629 627 626 6226 2 3 622 621623 618 615613 SSSSSSSDESDESDESDESDESDESD E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDESDESDESDESDES D E S D E S D E S D E S D E S D E S D E S D E S D E S D E SDE SDE SDE S D E S D E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDE SDE S D E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESSSDESDES D E SDE SDE SDEDA (UNDETAINED POND 3) 0.15 AC DA (CB-22C) 0.50 AC DA (CB-22A) 0.12 AC DA (CB-22B) 0.12 AC CB-26A DA (CB-26A) 0.02 AC DA (CB-37B) 0.04 AC DA (CB-29B) 0.41 AC 618619617DA (UNDETAINED POND 3) 0.10 AC SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 0 1"=60' 30'60'120'MATCH L INE - C- 6 . 6 MATCHLINE - C-6.8NOTE REFER TO SHEET C-1.0 FOR ADDITIONAL ADJACENT PROPERTY OWNER INFORMATION. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 DETAILED STORM DRAINAGE AREA PLAN N/A FJM MTG MTG C-6.7 10/18/2019 2:35 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CIVIL\CALCS\18330-DRAINAGE MAP.DWG EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING / FUTURE RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PROPOSED STORM DRAINAGE EXISTING RIGHT-OF-WAY TO BE ABANDONEDR/W OFFSITE DA 7.94 ACRES (REFER TO SHEET C-6.5) HW-3 0.55 ACRES FH WV R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W STSTSSSSSSSSSSSSSSFLOOD HAZARD AREA - ZONE AE (SHADED AREA)REF: NO.3710540500J,OCTOBER 16, 2008.SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOT W W W W W W W W W W W W W W W W WW621625624623 6 1 5 615 6246 2 9 63 0 630 631 627 6 2 5628622 633 63 2 6 3 1 6 3 0 63 0 62 7 629 625 630 629 625 620 6 3 0 62 9 6 2 9 6 3 0629627625622620617615630 629628625620616615620625630629625621635636635633636 634 635 632 634628629 630 631 632633 632 633 63 0 63263 1 6 3 163062 9 63 0 629630 6286296306306286 3 0 629 63 0 631 63 0 63 2 632 631 633 632 631 633 632 634 633 635 633 636 634 62 6 63 0 63 1 63 2 632 631 628 632 633 631 632 633 6 3 4 635 636 609 615609615620615620 620 615 60961561061 0 61 5 610 615 620 609 6 0 9611615620 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W DA (DCB-43A) 1.40 AC DA (CB-43) 0.47 AC DA (CB-44A) 0.34 AC DA (CB-44) 0.33 AC DA (CB-45) 0.54 AC DA (POND 4) 0.31 AC 635630625620615610 6106256206156156 2 0 615620 625 615 620 615 625 630 630 6 3 5 6 3 0 6 3 5 6 3 0 627626620615610610 615614613614 6 3 0 635SDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDESDESDE SDE SDE SDE SDE SDE SDESD E SD E SD E SD E SDESDE SDESDESDESDESDESD E SDESDESDESDESSSSSSSSSSSSSS622 620 624620630 SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 0 1"=60' 30'60'120' NOTE REFER TO SHEET C-1.0 FOR ADDITIONAL ADJACENT PROPERTY OWNER INFORMATION.MATCHLINE - C-6.9MATCHLINE - C-6.7WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 DETAILED STORM DRAINAGE AREA PLAN N/A FJM MTG MTG C-6.8 10/18/2019 2:35 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CIVIL\CALCS\18330-DRAINAGE MAP.DWG EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING / FUTURE RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PROPOSED STORM DRAINAGE EXISTING RIGHT-OF-WAY TO BE ABANDONEDR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/W R/W R/WR/W R/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/W R/W R/WR/WR/WR/WR/WR/ W R /W R/W R/W R/W R/W R/W R/W R/W R/WOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOT W W W W W W W W W W W W W W W W W W UGP634635 635 635 636 634 637 635 637 636 634 635 636 637 638 639 636 637 637 635 636 635 635636637 640641 641 640 640 637637 6 3 7 6 3 6 6 3 5 6 3 4 633 633 634 635 636 637 638 639640633 635 636 636 635 635 637 638 636 637 636 638 639 639 640 640 641 6 4 1 642 645 643 644646643644643633 635 634 635 636 635 637 636 636 637 638 639 638 637 638 639 640 641 640 639 64 1 6 4 0 642 641 641642641642642 64 1 640641 639 640 638 639 640 637 638 639 636 637 638 635 636 637 634 635 636 633 634 635 634 635 634 635 636636633630628635 634 630 628632635 634 631 635 634 633 634 635 636635637 638 639 640 641 641 642 641 R/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W DA (CB-46) 0.40 AC DA (CB-47) 0.42 AC DA (CB-48) 0.25 AC DA (CB-48A) 0.26 AC DA (CB-48B) 0.13 AC DA (CB-50) 0.55 AC DA (CB-49B) 0.63 AC DA (DCB-49A) 0.67 AC DA (CB-50A) 0.25 AC DA (FES-51) 1.62 AC DA (CB-47A) 0.05 AC DA (CB-49C) 0.76 AC DA (CB-50D) 0.59 ACDA (DCB-49) 0.71 AC DA (CB-50B) 0.46 AC 635 635 6 3 0 635635 640640 645645 642 640 63964063863864 1 640 630 627 630 635 633 636 63263563 5629630 633 638 637SD E SD ESDESDESDESDESDESDE 6526406386366 4 2 6466 5 0 638 63 6 634 632 DA (CB-49AA) 0.32 AC SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 0 1"=60' 30'60'120' NOTE REFER TO SHEET C-1.0 FOR ADDITIONAL ADJACENT PROPERTY OWNER INFORMATION.MATCHLINE - C-6.8WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 DETAILED STORM DRAINAGE AREA PLAN N/A FJM MTG MTG C-6.9 10/18/2019 2:35 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CIVIL\CALCS\18330-DRAINAGE MAP.DWG EX. WETLAND SYMBOL LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING / FUTURE RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PROPOSED STORM DRAINAGE EXISTING RIGHT-OF-WAY TO BE ABANDONEDR/W OFFSITE DA 5.91 ACRES EX. OFFSITE OP-1 INV. IN: 633.70 EX. OFFSITE OP-2 INV. OUT: 632.20 EX. 54.18 LF OF 30" RCP @ 2.77% HW-5 0.13 ACRES 164 643.742 OHP R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WI L L O W R U N D R I V E 4' W A L K I N G T R A I L R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/WX X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX XSSSSSSFLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. FLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. R/W R/W R/W SS SS SS R/W R/W R/W R/W R/W R/WR/W 635 63563 5 640SS6356356 4 0 640 625630 6 3 5 635 635 6406406356306306356306356 2 5 62 0 620 615 615620625630 615620625630625 625630630 62562 0 61 5 625630620 615 610 6 2 5 620 615 615615 62062062562562061561562062063 5 6 2 0 645640640635 6356306306 3 0 6 3 0 635635 6 3 5 640640640635TTTT T T CATCH BASINT/C 636.74OUT 631.1DMHRIM 636.32IN 631.0OUT 630.830' FESI N V 6 2 9 . 9 1 4'X4' BOX CULVERTI N V . 6 0 7 . 8 3 WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 PRE-DEVELOPED DRAINAGE AREA MAP N/A FJM ATB ATB C-6.10 10/18/2019 2:35 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-PRE DRAINAGE AREA & TC.DWG 0 1"=200' 100'200'400' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL SOIL TYPES BdB2 BADIN CHANNERY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES (GROUP C) CmB CID CHANNERY SILT LOAM, 1 TO 5 PERCENT SLOPES (GROUP D) ScA SECREST-CID COMPLEX, 0 TO 3 PERCENT SLOPES (GROUP C) TbB2 TARRUS GRAVELLY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES (GROUP B) TbC2 TARRUS GRAVELLY SILTY CLAY LOAM, 8 TO 15 PERCENT SLOPES (GROUP B) DETENTION EVALUATION FOR PRE-DEVELOPED CONDITIONS DRAINAGE AREA #1: ±8.84 ACRES HYDRAULIC SOIL GROUP:"C" SOILS SCS CURVE NUMBER:74 TIME OF CONCENTRATION:0.23 HR (13.72 MIN) FLOWS: ·2-YEAR:14.19 CFS ·10-YEAR:27.81 CFS ·25-YEAR:37.03 CFS ·50-YEAR:44.58 CFS ·100-YEAR:53.20 CFS DETENTION EVALUATION FOR PRE-DEVELOPED CONDITIONS DRAINAGE AREA #2: ±10.42 ACRES HYDRAULIC SOIL GROUP:"C" SOILS SCS CURVE NUMBER:74 TIME OF CONCENTRATION:0.40 HR (23.95 MIN) FLOWS: ·2-YEAR:12.73 CFS ·10-YEAR:25.35 CFS ·25-YEAR:33.90 CFS ·50-YEAR:40.93 CFS ·100-YEAR:48.97 CFS DETENTION EVALUATION FOR PRE-DEVELOPED CONDITIONS DRAINAGE AREA #3: ±4.36 ACRES HYDRAULIC SOIL GROUP:"B" SOILS SCS CURVE NUMBER:69 TIME OF CONCENTRATION:0.33 HR (20.03 MIN) FLOWS: ·2-YEAR:4.39 CFS ·10-YEAR:9.69 CFS ·25-YEAR:13.36 CFS ·50-YEAR:16.41 CFS ·100-YEAR:19.93 CFS DETENTION EVALUATION FOR PRE-DEVELOPED CONDITIONS DRAINAGE AREA #4: ±2.18 ACRES HYDRAULIC SOIL GROUP:"B" SOILS SCS CURVE NUMBER:69 TIME OF CONCENTRATION:0.34 HR (20.55 MIN) FLOWS: ·2-YEAR:2.15 CFS ·10-YEAR:4.77 CFS ·25-YEAR:6.57 CFS ·50-YEAR:8.08 CFS ·100-YEAR:9.82 CFS 100 LF SHEET FLOW 0.18 HOURS (10.80 MINUTES) 1,117 LF CHANNEL FLOW 0.05 HOURS (2.92 MINUTES) TIME OF CONCENTRATION LINE 0.23 HOURS (13.72 MINUTES) 100 LF SHEET FLOW 0.25 HOURS (15.00 MINUTES) 1,276 LF SHALLOW CONCENTRATED FLOW 0.15 HOURS (8.95 MINUTES) TIME OF CONCENTRATION LINE 0.40 HOURS (23.95 MINUTES) 100 LF SHEET FLOW 0.27 HOURS (16.20 MINUTES) 635 LF SHALLOW CONCENTRATED FLOW 0.06 HOURS (3.83 MINUTES) TIME OF CONCENTRATION LINE 0.33 HOURS (20.03 MINUTES) 100 LF SHEET FLOW 0.26 HOURS (15.60 MINUTES) 863 LF SHALLOW CONCENTRATED FLOW 0.08 HOURS (4.95 MINUTES)TIME OF CONCENTRATION LINE 0.34 HOURS (20.55 MINUTES) POINT OF INTEREST POND #1 POINT OF INTEREST POND #2 POINT OF INTEREST POND #3 POINT OF INTEREST POND #4 PRE-DEVELOPED DRAINAGE AREA #1 TOTAL: ±8.84 PRE-DEVELOPED DRAINAGE AREA #2 TOTAL: ±10.42 PRE-DEVELOPED DRAINAGE AREA #3 TOTAL: ±4.36 PRE-DEVELOPED DRAINAGE AREA #4 TOTAL: ±2.18 WE D D I N G T O N R O A D N C H W Y 8 4 FU T U R E 1 0 0 ' P U B L I C R / W AIRPO R T R O A D S R # 1 3 4 9 60' PU B L I C R / W 164 643.742 OHP R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/ W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/ W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WI L L O W R U N D R I V E 4' W A L K I N G T R A I L R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/WX X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX XSSSSSSFLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. FLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. R/W R/W R/W SS SS SS R/W R/W R/W R/W R/W R/WR/W 635 63563 5 640SS6356356 4 0 640 625630 6 3 5 635 635 6406406356306306356306356 2 5 62 0 620 615 615620625630 615620625630625 625630630 62562 0 61 5 625630620 615 610 6 2 5 620 615 615615 62062062562562061561562062063 5 6 2 0 645640640635 6356306306 3 0 6 3 0 635635 6 3 5 640640640635TTTT T T CATCH BASINT/C 636.74OUT 631.1DMHRIM 636.32IN 631.0OUT 630.830' FESI N V 6 2 9 . 9 1 4'X4' BOX CULVERTI N V . 6 0 7 . 8 3 SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESU E SUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUESUESUESUESUESUESUESUESUESUESU E S U E SU E SU E SU E SU E SUESUESUESUESUESUESUESUE SUE SUE SUE SUE SU E SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUESUE SUESUE79 80 81 82 83 84 85 86 87 88 93 94 95 96 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 141 142 181 182 183 184 185 186 187 188 194 195 196 197 198 202 203 204 205 206 207 208 209 210 211 212 213 214 215216 217 218 219 220 221 222 223 224 225 97 98 99 100 101 102 103 89 143 144 121 189 190 191 192 193 201 200 199 77 161 162 163164 165 166 167 168 169 180 171 172 173 174 152 153 154 155 156 157 158 159 160 170 175 176 177 178 179 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 90 91 92 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 145 146 147 148 149 150 151 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 R/WR/WR/WR/WR/WR/WR/W R /WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W 78 WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 POST DEVELOPED DRAINAGE AREA N/A FJM ATB ATB C-6.11 10/18/2019 2:35 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-POST DRAINAGE AREA.DWG 0 1"=200' 100'200'400' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL SOIL TYPES BdB2 BADIN CHANNERY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES (GROUP C) CmB CID CHANNERY SILT LOAM, 1 TO 5 PERCENT SLOPES (GROUP D) ScA SECREST-CID COMPLEX, 0 TO 3 PERCENT SLOPES (GROUP C) TbB2 TARRUS GRAVELLY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES (GROUP B) TbC2 TARRUS GRAVELLY SILTY CLAY LOAM, 8 TO 15 PERCENT SLOPES (GROUP B) DETENTION EVALUATION FOR POST-DEVELOPED CONDITIONS COMBINED DRAINAGE AREA #1: ±21.43 ACRES DRAINAGE AREA BREAKDOWN ON-SITE DETAINED DRAINAGE AREA #1:±16.95 ACRES ·HYDRAULIC SOIL GROUP:"C" SOILS ·SCS CURVE NUMBER:92 ··IMPERVIOUS AREA (±12.87 ACRES)98 ··OPEN SPACE - C (±4.08 ACRES)74 UNDETAINED DRAINAGE AREA #1:4.48 ACRES ·HYDRAULIC SOIL GROUP:"C" SOILS ·SCS CURVE NUMBER:74 ··OPEN SPACE - C (±4.48 ACRES) TIME OF CONCENTRATION:0.0833 HR (5.00 MIN) FLOWS: ·2-YEAR:7.48 CFS ·10-YEAR:17.49 CFS ·25-YEAR:29.68 CFS ·50-YEAR:36.17 CFS ·100-YEAR:49.24 CFS POINT OF INTEREST POND #1 POINT OF INTEREST POND #2 POINT OF INTEREST POND #3 POINT OF INTEREST POND #4 WE D D I N G T O N R O A D N C H W Y 8 4 FU T U R E 1 0 0 ' P U B L I C R / W AIRPO R T R O A D S R # 1 3 4 9 60' PU B L I C R / W DETENTION EVALUATION FOR POST-DEVELOPED CONDITIONS COMBINED DRAINAGE AREA #2: ±6.16 ACRES DRAINAGE AREA BREAKDOWN ON-SITE DETAINED DRAINAGE AREA #2:±4.23 ACRES ·HYDRAULIC SOIL GROUP:"C" SOILS ·SCS CURVE NUMBER:85 ··IMPERVIOUS AREA (±1.86 ACRES)98 ··OPEN SPACE - C (±2.37 ACRES)74 UNDETAINED DRAINAGE AREA #2:1.93 ACRES ·HYDRAULIC SOIL GROUP:"C" SOILS ·SCS CURVE NUMBER:74 ··OPEN SPACE - C (±1.93 ACRES) TIME OF CONCENTRATION:0.0833 HR (5.00 MIN) FLOWS: ·2-YEAR:3.92 CFS ·10-YEAR:7.66 CFS ·25-YEAR:23.29 CFS ·50-YEAR:27.39 CFS ·100-YEAR:30.71 CFS DETENTION EVALUATION FOR POST-DEVELOPED CONDITIONS COMBINED DRAINAGE AREA #3: ±14.05 ACRES DRAINAGE AREA BREAKDOWN ON-SITE DETAINED DRAINAGE AREA #3:±13.67 ACRES ·HYDRAULIC SOIL GROUP:"B" SOILS ·SCS CURVE NUMBER:85 ··IMPERVIOUS AREA (±8.60 ACRES)98 ··OPEN SPACE - B (±5.07 ACRES)61 UNDETAINED DRAINAGE AREA #3:0.38 ACRES ·HYDRAULIC SOIL GROUP:"B" SOILS ·SCS CURVE NUMBER:61 ··OPEN SPACE - B (±0.38 ACRES)61 TIME OF CONCENTRATION:0.0833 HR (5.00 MIN) FLOWS: ·2-YEAR:1.10 CFS ·10-YEAR:5.77 CFS ·25-YEAR:9.89 CFS ·50-YEAR:21.74 CFS ·100-YEAR:23.53 CFS DETENTION EVALUATION FOR POST-DEVELOPED CONDITIONS COMBINED DRAINAGE AREA #4: ±9.84 ACRES DRAINAGE AREA BREAKDOWN ON-SITE DETAINED DRAINAGE AREA #4:±9.84 ACRES ·HYDRAULIC SOIL GROUP:"B" SOILS ·SCS CURVE NUMBER:89 ··IMPERVIOUS AREA (±7.51 ACRES)98 ··OPEN SPACE - B (±2.33 ACRES)61 TIME OF CONCENTRATION:0.0833 HR (5.00 MIN) FLOWS: ·2-YEAR:0.73 CFS ·10-YEAR:3.76 CFS ·25-YEAR:5.78 CFS ·50-YEAR:19.51 CFS ·100-YEAR:25.67 CFS POST-DEVELOPED DETAINED DRAINAGE AREA #1 TOTAL: ±16.95 POST-DEVELOPED UNDETAINED DRAINAGE AREA #1 TOTAL: ±4.48 POST-DEVELOPED DETAINED DRAINAGE AREA #2 TOTAL: ±6.16 POST-DEVELOPED UNDETAINED DRAINAGE AREA #2 TOTAL: ±1.93 POST-DEVELOPED DETAINED DRAINAGE AREA #3 TOTAL: ±13.67 POST-DEVELOPED UNDETAINED DRAINAGE AREA #3 TOTAL: ±0.38 POST-DEVELOPED DETAINED DRAINAGE AREA #4 TOTAL: ±9.84 POST-DEVELOPED BYPASS DRAINAGE AREA TOTAL: ±1.06 S U E SUESUESUE630627630 6256276 2 8 634632630634628630635638635 6 3 6 6 3 7 630 625 632628625 622 6256256206166 1 6 6 2 0 6 2 5 620 625 625620616617612616 617 620 625 612 617 616 620 625 612616617620SDESDESDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDESDESDESDESDE SDE SDE SDE SDE SDE SDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE90.49 LF OF 18" RCP @ 1.00% 92.28 L F O F 4 8 " R C P @ 3. 4 4 % FES-1 48" INV. IN: 620.00 (CB-2) FES-55 18" INV. IN: 614.40 (OS-1) 625 620 616 617 611 6140 1"= 10'20'40' 20' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WET POND #1 DETAIL N/A FJM ATB ATB C-6.12 10/18/2019 2:37 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-POND.DWG NOTES: 1.SEE SHEET CHAPTER 6 FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 FOR SITE GRADING INFORMATION. 3.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 4.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 5.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 6.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH UNION COUNTY, NCDOT AND NCDEQ STANDARDS AND SPECIFICATIONS. 7.STORM DRAINAGE PIPE BETWEEN RISER STRUCTURE AND HEADWALL SHALL BE INSTALLED WITH WATER TIGHT JOINTS AND ANTI-SEEP COLLARS. 8.ALL HEADWALLS / ENDWALLS TO BE DESIGNED BY OTHERS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. 9.ANY EXPOSED RISER OUTLET PIPE IN POND SHALL BE PROTECTED FROM FLOTATION. WET POND SECTION N.T.S. 5' x 5' OUTLET RISER WITH REMOVABLE TRASH RACK 25 YR ELEV: 622.86 10' FOREBAY BERM (TYPICAL) EARTHEN BERM COMPACTED TO 95% STANDARD PROCTORRIP-RAP APRON (TYPICAL) ANTI-SEEP COLLAR (TYP) TOP OF BERM: 617.00 BOTTOM OF BASIN: 610.50 3:1 S L O P E 3: 1 S L O P E 2:1 SLOPE2:1 SLOPE1-YR ELEV: 620.63 CONTRACTOR SHALL PROTECT PIPE WITHIN THE BASIN FROM FLOTATION BOTTOM OF FOREBAY: 613.50 TOP OF BERM: 625.00 10 YR ELEV: 622.04 3: 1 S L O P E OUTLET PIPE W I T H WATER TIGHT J O I N T S TOP OF RISER: 623.50 BASE MUST CONTAIN AT MINIMUM 128 CUBIC FEET OF CONCRETE FOR ANTI-FLOTATION (8' (L) X 8' (W) X 2' (H)) TOP OF BASE = 613.00 BOTTOM OF BASE = 611.00 PERMANENT POOL ELEV: 616.50 6:1 SLOPE2.50 " WQ ORIFICE SEDIMENT STORAGE ELV: 611.00 INLET PIPE SEE ABOVE FO R L O C A T I O N , INVERT, AND PIP E S I Z E FILL RISER WITH CONCRETE TO INVERT OF OUTLET PIPE (± 20 CF) WQ ELEV: 619.40 2/25-YEAR DETENTION ORIFICE2 YR ELEV: 621.35 SEDIMENT STORAGE ELV: 614.00 50 YR ELEV: 623.57 2' 2'TRENCH WIDTH 2' 2' 18" 2'TRENCH WIDTH 2' SECTION PLAN ANTI-SEEP COLLAR N.T.S. PROPOSED PIPE (DIAMETER VARIES) CLASS B CONCRETE CLASS B CONCRETE OUTLET STRUCTURE SCHEMATIC N.T.S.8'2' 8' HW CLAS S B C O N C R E T E T O B E U S E D 5' X 5' OUTLET STRUCTURE REINFORCED CONCRETE BOX WITH PEAKED ROOF TRASH RACK CREST ELEVATION: 623.50 (1 OPENING) 2/25-YEAR DETENTION ORIFICE W = 2.0' H = 1.0' (2.0 SQUARE FEET) TOP ELEVATION: 622.30 INVERT ELEVATION: 621.30 WATER QUALITY ORIFICE 2.50" DIAMETER INVERT ELEVATION: 616.50 CONCRETE BASE FOR ANTI-FLOATATION MINIMUM 128 CUBIC FEET OF CONCRETE (8' (L) X 8' (W) X 2' (H)) NOTE: STEPS SHALL BE INSTALLED INTERIOR TO THE OUTLET STRUCTURE FOR ACCESS AND MAINTENANCE. WET POND #1 DA: 16.95 ACRES TOP OF BERM: 625.00 PERMANENT POOL: 616.50 SEDIMENT STORAGE ELEV: 611.00 BOTTOM ELEV: 610.50 FOREBAY BERM TOP OF BERM: 617.00 OS-1 RIM: 623.50 2.50" DIA. WQ ORIFICE INV.: 616.50 2.0' X 1.0' 2/25 YEAR ORIFICE INV.: 621.30 18" INV. OUT: 615.31 (FES-55) PROPOSED STORM DRAINAGE/BMP EASEMENT (TYP) RIP-RAP APRON ELEVATION: 614.50 WIDTH: -AT START OF FES: 4.5' -AT END OF RIP-RAP: 11.5' LENGTH: 10' THICKNESS: 9" MEDIAN STONE SIZE: 4" RIP-RAP APRON ELEVATION: 616.55 WIDTH: -AT START OF FES: 12' -AT END OF RIP-RAP: 30' LENGTH: 26' THICKNESS: 22.5" MEDIAN STONE SIZE: 10" 61662862962963063062963163163062661 7 617615 615615 615615620625 610610 610 610620620620 625 620 622 622SDE SDE SDE SDE SDE SDE SDE SDE SDESDESDESDESDESDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SD E S D E S D E SDESDESDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDMH-34 RIM: 629.00 24" INV. IN: 617.50 (CB-35) 24" INV. OUT: 617.50 (FES-33) 132.03 LF OF 18" RCP @ 1 . 0 0 % FES-56 RIM: 615.79 18" INV. IN: 614.00 (OS-2) 82.94 LF OF 24" RCP @ 1.00% FES-33 24" INV. IN: 616.67 (SDMH-34)617 616 616 617616617 622622 0 1"= 10'20'40' 20' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WET POND #2 DETAIL N/A FJM ATB ATB C-6.13 10/18/2019 2:37 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-POND.DWG WET POND SECTION N.T.S. 5' x 5' OUTLET RISER WITH REMOVABLE TRASH RACK 25 YR ELEV: 620.62 10' FOREBAY BERM (TYPICAL) EARTHEN BERM COMPACTED TO 95% STANDARD PROCTORRIP-RAP APRON (TYPICAL) ANTI-SEEP COLLAR (TYP) TOP OF BERM: 617.00 BOTTOM OF BASIN: 609.50 3:1 S L O P E 3: 1 S L O P E 2:1 SLOPE2:1 SLOPE1-YR ELEV: 620.14 CONTRACTOR SHALL PROTECT PIPE WITHIN THE BASIN FROM FLOTATION BOTTOM OF FOREBAY: 611.50 TOP OF BERM: 622.50 10 YR ELEV: 620.30 3: 1 S L O P E OUTLET PIPE W I T H WATER TIGHT J O I N T S TOP OF RISER: 621.25 BASE MUST CONTAIN AT MINIMUM 128 CUBIC FEET OF CONCRETE FOR ANTI-FLOTATION (8' (L) X 8' (W) X 2' (H)) TOP OF BASE = 613.50 BOTTOM OF BASE = 611.50 PERMANENT POOL ELEV: 616.50 6:1 SLOPE1.00 " WQ ORIFICE SEDIMENT STORAGE ELV: 610.00 INLET PIPE SEE ABOVE FO R L O C A T I O N , INVERT, AND PIP E S I Z E FILL RISER WITH CONCRETE TO INVERT OF OUTLET PIPE (± 47 CF) WQ ELEV: 619.10 2/25-YEAR DETENTION ORIFICE2 YR ELEV: 620.17 SEDIMENT STORAGE ELV: 612.00 50 YR ELEV: 620.97 2' 2'TRENCH WIDTH 2' 2' 18" 2'TRENCH WIDTH 2' SECTION PLAN ANTI-SEEP COLLAR N.T.S. PROPOSED PIPE (DIAMETER VARIES) CLASS B CONCRETE CLASS B CONCRETE OUTLET STRUCTURE SCHEMATIC N.T.S.8'2' 8' HW CLAS S B C O N C R E T E T O B E U S E D 5' X 5' OUTLET STRUCTURE REINFORCED CONCRETE BOX WITH PEAKED ROOF TRASH RACK CREST ELEVATION: 621.25 ( 3 OPENINGS) 2/25-YEAR DETENTION ORIFICE W = 3.0' H = 1.0' (3.0 SQUARE FEET) TOP ELEVATION: 621.20 INVERT ELEVATION: 620.20 WATER QUALITY ORIFICE 1.00" DIAMETER INVERT ELEVATION: 616.50 CONCRETE BASE FOR ANTI-FLOATATION MINIMUM 128 (8' (L) X 8' (W) X 2' (H)) NOTE: STEPS SHALL BE INSTALLED INTERIOR TO THE OUTLET STRUCTURE FOR ACCESS AND MAINTENANCE. NOTES: 1.SEE SHEET CHAPTER 6 FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 FOR SITE GRADING INFORMATION. 3.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 4.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 5.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 6.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH UNION COUNTY, NCDOT AND NCDEQ STANDARDS AND SPECIFICATIONS. 7.STORM DRAINAGE PIPE BETWEEN RISER STRUCTURE AND HEADWALL SHALL BE INSTALLED WITH WATER TIGHT JOINTS AND ANTI-SEEP COLLARS. 8.ALL HEADWALLS / ENDWALLS TO BE DESIGNED BY OTHERS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. 9.ANY EXPOSED RISER OUTLET PIPE IN POND SHALL BE PROTECTED FROM FLOTATION. WET POND #2 DA: 4.23 ACRES TOP OF BERM: 622.50 PERMANENT POOL: 616.50 SEDIMENT STORAGE ELEV: 610.00 BOTTOM ELEV: 609.50 FOREBAY BERM TOP OF BERM: 617.00 OS-2 RIM: 621.25 1.00" DIA. WQ ORIFICE INV.: 616.50 3.0' X 1.0' 2/25 YEAR ORIFICE INV.: 620.20 18" INV. OUT: 615.32 (FES-56) PROPOSED STORM DRAINAGE/BMP EASEMENT (TYP) RIP-RAP APRON ELEVATION: 616.50 WIDTH: -AT START OF FES: 6' -AT END OF RIP-RAP: 16' LENGTH: 14' THICKNESS: 11.25" MEDIAN STONE SIZE: 5" RIP-RAP APRON ELEVATION: 614.00 WIDTH: -AT START OF FES: 4.5' -AT END OF RIP-RAP: 11.5' LENGTH: 10' THICKNESS: 9" MEDIAN STONE SIZE: 4" SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSSSOEOEOEOEOEOEOEFOWWWWWWWWW622 62 1 62 0 619625624623 624627625 627 623 622 621 620 619 622 622 625624623609609613610607607610615620621620620615607 615 620 607 615 620 610 610 615620SS SS SS SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SD E S D E S D E SDESDESDESDE SDE SDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDECB-22 RIM: 621.04 42" INV. IN: 612.78 (CB-23) 15" INV. IN: 612.78 (CB-22A) 42" INV. OUT: 612.78 (FES-21)47.38 LF OF 42" RCP @ 0.60%FES-21 42" INV. IN: 612.50 (CB-22) 62.1 0 L F O F 1 8" R C P @ 1. 0 0 % FES-57 18" INV. IN: 611.75 (OS-3)607610612613615620625627612 613 612 613 0 1"= 10'20'40' 20' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WET POND #3 DETAIL N/A FJM ATB ATB C-6.14 10/18/2019 2:37 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-POND.DWG WET POND SECTION N.T.S. 5' x 5' OUTLET RISER WITH REMOVABLE TRASH RACK 25 YR ELEV: 618.55 10' FOREBAY BERM (TYPICAL) EARTHEN BERM COMPACTED TO 95% STANDARD PROCTORRIP-RAP APRON (TYPICAL) ANTI-SEEP COLLAR (TYP) TOP OF BERM: 613.00 BOTTOM OF BASIN: 606.50 3:1 S L O P E 3: 1 S L O P E 2:1 SLOPE2:1 SLOPE1-YR ELEV: 616.16 CONTRACTOR SHALL PROTECT PIPE WITHIN THE BASIN FROM FLOTATION BOTTOM OF FOREBAY: 608.50 TOP OF BERM: 621.00 10 YR ELEV: 617.55 3: 1 S L O P E OUTLET PIPE W I T H WATER TIGHT J O I N T S TOP OF RISER: 618.45 BASE MUST CONTAIN AT MINIMUM 128 CUBIC FEET OF CONCRETE FOR ANTI-FLOTATION (8' (L) X 8' (W) X 2' (H)) TOP OF BASE = 609.50 BOTTOM OF BASE = 607.50 PERMANENT POOL ELEV: 612.50 6:1 SLOPE2.00 " WQ ORIFICE SEDIMENT STORAGE ELV: 607.00 INLET PIPE SEE ABOVE FO R L O C A T I O N , INVERT, AND PIP E S I Z E FILL RISER WITH CONCRETE TO INVERT OF OUTLET PIPE (± 65 VF) WQ ELEV: 615.50 2/25-YEAR DETENTION ORIFICE2 YR ELEV: 616.44 SEDIMENT STORAGE ELV: 609.00 50 YR ELEV: 619.07 2' 2'TRENCH WIDTH 2' 2' 18" 2'TRENCH WIDTH 2' SECTION PLAN ANTI-SEEP COLLAR N.T.S. PROPOSED PIPE (DIAMETER VARIES) CLASS B CONCRETE CLASS B CONCRETE OUTLET STRUCTURE SCHEMATIC N.T.S.8'2' 8' HW CLAS S B C O N C R E T E T O B E U S E D 5' X 5' OUTLET STRUCTURE REINFORCED CONCRETE BOX WITH PEAKED ROOF TRASH RACK CREST ELEVATION: 618.45 (1 OPENING) 2/25-YEAR DETENTION ORIFICE W = 1.0' H = 1.0' (1.00 SQUARE FEET) TOP ELEVATION: 617.25 INVERT ELEVATION: 616.25 WATER QUALITY ORIFICE 2.00" DIAMETER INVERT ELEVATION: 612.50 CONCRETE BASE FOR ANTI-FLOATATION MINIMUM 128 CUBIC FEET OF CONCRETE (8' (L) X 8' (W) X 2' (H)) NOTE: STEPS SHALL BE INSTALLED INTERIOR TO THE OUTLET STRUCTURE FOR ACCESS AND MAINTENANCE. NOTES: 1.SEE SHEET CHAPTER 6 FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 FOR SITE GRADING INFORMATION. 3.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 4.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 5.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 6.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH UNION COUNTY, NCDOT AND NCDEQ STANDARDS AND SPECIFICATIONS. 7.STORM DRAINAGE PIPE BETWEEN RISER STRUCTURE AND HEADWALL SHALL BE INSTALLED WITH WATER TIGHT JOINTS AND ANTI-SEEP COLLARS. 8.ALL HEADWALLS / ENDWALLS TO BE DESIGNED BY OTHERS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. 9.ANY EXPOSED RISER OUTLET PIPE IN POND SHALL BE PROTECTED FROM FLOTATION. WET POND #3 DA: 13.67 ACRES TOP OF BERM: 621.00 PERMANENT POOL: 612.50 SEDIMENT STORAGE ELEV: 607.00 BOTTOM ELEV: 606.50 FOREBAY BERM TOP OF BERM: 613.00 OS-3 RIM: 618.40 2.00" DIA. WQ ORIFICE INV.: 612.50 1.0' X 1.0' 2/25 YEAR ORIFICE INV.: 616.25 18" INV. OUT: 612.09 (FES-57) PROPOSED STORM DRAINAGE/BMP EASEMENT (TYP) RIP-RAP APRON ELEVATION: 611.75 WIDTH: -AT START OF FES: 4.5' -AT END OF RIP-RAP: 11.5' LENGTH: 10' THICKNESS: 9" MEDIAN STONE SIZE: 4" RIP-RAP APRON ELEVATION: 612.50 WIDTH: -AT START OF FES: 10.5' -AT END OF RIP-RAP: 25.5' LENGTH: 22' THICKNESS: 20.25" MEDIAN STONE SIZE: 9" R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W XXXXXXXXXXOE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FOWW W W W W W W W W W W W W W W W W W W 629 626 61 5 61562462 9 630 630 631 627 6 2 5 6 2 8 6 2 2 609 615609615 620615620 620 615 609615610610 615 610 615 620 609 6 0 9 611615620SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDE SDE SDE SDE SDE SDESDESDESDESDESDESDESDESDE SDE SDE SDE SDE SDE SDE SDE SDESDESDESDE SDE SDE SDE SDE S D E S D E S D E S D E S D E SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SD E S D E SDE SDE SDE SDESDESDESDESDESDESDESDESDMH-42 RIM: 627.00 36" INV. IN: 615.58 (CB-43) 36" INV. OUT: 615.58 (FES-41) 50.57 LF O F 3 6 " R C P @ 1 . 0 0 % FES-41 36" INV. IN: 615.07 (SDMH-42) 102.85 L F O F 1 8 " R C P @ 1 . 0 0 % FES-58 18" INV. IN: 613.00 (OS-4)614621621614 614 614 614 6 1 4 620 0 1"= 10'20'40' 20' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WET POND #4 DETAIL N/A FJM ATB ATB C-6.15 10/18/2019 2:37 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-POND.DWG WET POND SECTION N.T.S. 6' x 6' OUTLET RISER WITH REMOVABLE TRASH RACK 25 YR ELEV: 620.09 10' FOREBAY BERM (TYPICAL) EARTHEN BERM COMPACTED TO 95% STANDARD PROCTORRIP-RAP APRON (TYPICAL) ANTI-SEEP COLLAR (TYP) TOP OF BERM: 615.00 BOTTOM OF BASIN: 608.50 3:1 S L O P E 3: 1 S L O P E 2:1 SLOPE2:1 SLOPE1-YR ELEV: 618.06 CONTRACTOR SHALL PROTECT PIPE WITHIN THE BASIN FROM FLOTATION BOTTOM OF FOREBAY: 609.50 TOP OF BERM: 621.50 10 YR ELEV: 619.25 3: 1 S L O P E OUTLET PIPE W I T H WATER TIGHT J O I N T S TOP OF RISER: 620.05 BASE MUST CONTAIN AT MINIMUM 128 CUBIC FEET OF CONCRETE FOR ANTI-FLOTATION (8' (L) X 8' (W) X 2' (H)) TOP OF BASE = 611.50 BOTTOM OF BASE = 609.50 PERMANENT POOL ELEV: 614.50 6:1 SLOPE1.75 " WQ ORIFICE SEDIMENT STORAGE ELV: 609.00 INLET PIPE SEE ABOVE FO R L O C A T I O N , INVERT, AND PIP E S I Z E FILL RISER WITH CONCRETE TO INVERT OF OUTLET PIPE (± 62 VF) WQ ELEV: 617.40 2/25-YEAR DETENTION ORIFICE2 YR ELEV: 618.35 SEDIMENT STORAGE ELV: 610.00 50 YR ELEV: 620.43 2' 2'TRENCH WIDTH 2' 2' 18" 2'TRENCH WIDTH 2' SECTION PLAN ANTI-SEEP COLLAR N.T.S. PROPOSED PIPE (DIAMETER VARIES) CLASS B CONCRETE CLASS B CONCRETE OUTLET STRUCTURE SCHEMATIC N.T.S.8'2' 8' CLAS S B C O N C R E T E T O B E U S E D 5' X 5' OUTLET STRUCTURE REINFORCED CONCRETE BOX WITH PEAKED ROOF TRASH RACK CREST ELEVATION: 620.05 (4 OPENINGS) 2/25-YEAR DETENTION ORIFICE 6" DIAMETER INVERT ELEVATION: 618.10 WATER QUALITY ORIFICE 1.75" DIAMETER INVERT ELEVATION: 614.50 CONCRETE BASE FOR ANTI-FLOATATION MINIMUM 128 CUBIC FEET OF CONCRETE (8' (L) X 8' (W) X 2' (H)) NOTE: STEPS SHALL BE INSTALLED INTERIOR TO THE OUTLET STRUCTURE FOR ACCESS AND MAINTENANCE. NOTES: 1.SEE SHEET CHAPTER 6 FOR STORM SEWER GRADES AND INVERT ELEVATIONS. 2.SEE GRADING PLANS CHAPTER 5 FOR SITE GRADING INFORMATION. 3.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. 4.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES 5.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. 6.ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH UNION COUNTY, NCDOT AND NCDEQ STANDARDS AND SPECIFICATIONS. 7.STORM DRAINAGE PIPE BETWEEN RISER STRUCTURE AND HEADWALL SHALL BE INSTALLED WITH WATER TIGHT JOINTS AND ANTI-SEEP COLLARS. 8.ALL HEADWALLS / ENDWALLS TO BE DESIGNED BY OTHERS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. 9.ANY EXPOSED RISER OUTLET PIPE IN POND SHALL BE PROTECTED FROM FLOTATION. WET POND #4 DA: 9.98 ACRES TOP OF BERM: 621.50 PERMANENT POOL: 614.50 SEDIMENT STORAGE ELEV: 609.00 BOTTOM ELEV: 608.50 FOREBAY BERM TOP OF BERM: 615.00 OS-4 RIM: 620.05 1.75" DIA. WQ ORIFICE INV.: 614.50 6" DIAMETER ORIFICE INV.: 618.10 18" INV. OUT: 614.02 (FES-58) PROPOSED STORM DRAINAGE/BMP EASEMENT (TYP) RIP-RAP APRON ELEVATION: 613.00 WIDTH: -AT START OF FES: 4.5' -AT END OF RIP-RAP: 11.5' LENGTH: 10' THICKNESS: 9" MEDIAN STONE SIZE: 4" RIP-RAP APRON ELEVATION: 615.00 WIDTH: -AT START OF FES: 9' -AT END OF RIP-RAP: 23' LENGTH: 20' THICKNESS: 15.75" MEDIAN STONE SIZE: 7" TW: 622.00 BW: 621.50 TW: 627.00 BW: 621.50 TW: 628.00 BW: 621.50 TW: 625.00 BW: 621.50 PROP. SEGMENTAL OR CAST-IN-PLACE RETAINING WALL WITH HANDRAIL TO BE STRUCTURALLY DESIGNED AND SIGNED/SEALED BY LICENSED STRUCTURAL PROFESSIONAL ENGINEER. SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658104.25.19LAND DEVELOPMENTSUBMITTALN RO THNARCAOLIFNRAKJ.HAMCM AN2 07.25.19LAND DEVELOPMENTSUBMITTAL310.18.19LAND DEVELOPMENTSUBMITTALWEDDINGTONPOINTECENTURY COMMUNITIESSOUTHEAST, LLC.UNION COUNTY, NC7400 CARMEL EXECUTIVE PARKDRIVE, SUITE 2051018330STORM DRAINAGE DETAILSN/AFJMMTGMTGC-6.1610/18/2019 2:37 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-STORM.DWG SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658104.25.19LAND DEVELOPMENTSUBMITTALN RO THNARCAOLIFNRAKJ.HAMCM AN2 07.25.19LAND DEVELOPMENTSUBMITTAL310.18.19LAND DEVELOPMENTSUBMITTALWEDDINGTONPOINTECENTURY COMMUNITIESSOUTHEAST, LLC.UNION COUNTY, NC7400 CARMEL EXECUTIVE PARKDRIVE, SUITE 2051018330STORM DRAINAGE DETAILSN/AFJMMTGMTGC-6.1710/18/2019 2:37 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-STORM.DWGDAM AND EMBANKMENT CONSTRUCTION1.GENERAL - THE BASIN AND DAM AREA SHALL BE CLEARED, GRUBBED AND STRIPPED OF ALLVEGETATIVE MATERIAL AND TOP SOIL PRIOR TO DAM CONSTRUCTION / RECONSTRUCTION. THEDISPOSAL OF TREES, STUMPS, CONSTRUCTION DEBRIS, VEGETATIVE MATERIAL, ETC. SHALL NOTBE PERMITTED IN THE DAM OR BASIN AREA. WHEN BLASTING IS USED TO REMOVE ROCK FROMTHE BASIN AREA, THE BLASTED AREA SHALL BE OVER-EXCAVATED TO A DEPTH OF AT LEAST TWOFEET (2') BELOW FINISHED GRADE AND BROUGHT BACK TO FINISHED GRADE WITH CLEANRELATIVELY IMPERVIOUS SOIL MATERIAL COMPACTED IN PLACE. CONTRACTOR SHALL CONSULTGEOTECHNICAL ENGINEER FOR ANY ADDITIONAL REQUIREMENTS FOR DAM CONSTRUCTION.2.EARTH FILL DAMS2.1.SOIL MATERIALS USED FOR EARTH FILL WHICH ARE HIGHLY PERMEABLE OR WHICH EXHIBITSIGNIFICANT SHRINKAGE OR SWELL, OR DISPERSION SHALL NOT BE USED IN THEEMBANKMENT.2.2.A CUTOFF TRENCH (CORE TRENCH) SHALL BE PROVIDED WITH A MINIMUM WIDTH OF FIVEFEET (5'). THE CENTERLINE OF THE CUTOFF TRENCH SHALL NOT BE LOCATED DOWNSTREAMOF THE INSIDE TOP OF SLOPE OF THE DAM. THE CUTOFF TRENCH SHALL BE CAREFULLYBACK-FILLED WITH HIGHLY IMPERMEABLE MATERIAL AND COMPACTED TO AT LEASTNINETY-FIVE PERCENT (95%) OF STANDARD PROCTOR.2.3.THE MINIMUM TOP WIDTH OF THE DAM SHALL BE FIVE FEET (6') AND PERMANENT SLOPESSHALL NOT BE STEEPER THAN 3:1 (THREE HORIZONTAL TO ONE VERTICAL) ON THE DAM OREMBANKMENTS AROUND THE BASIN.2.4.ALL DISTURBED GROUND AREAS AND EMBANKMENTS SURROUNDING THE BASIN SHALL BEMECHANICALLY STABILIZED OR HAVE PERMANENT SEEDING SCHEDULE.WET POND MAINTENANCETHE PROPERTY OWNER SHALL MAINTAIN THE PROPOSED WET POND BMP IN GOOD WORKINGCONDITION ACCEPTABLE TO UNION COUNTY STANDARDS AND IN ACCORDANCE WITH THE NC DEQSTORMWATER DESIGN MANUAL. AT A MINIMUM THE FOLLOWING IS REQUIRED:1.IMMEDIATELY AFTER THE WET POND IS ESTABLISHED, THE PLANTS ON THE VEGETATED SHELFAND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF NEEDED, UNTIL THEPLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).2.NO PORTION OF THE WET POND SHOULD BE FERTILIZED AFTER THE FIRST INITIALFERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED SHELF.3.STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THESEDIMENT LOAD TO THE WET POND.4.IF THE POND MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THEFLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED AS MUCH ASPOSSIBLE.5.ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.6.AFTER THE WET POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE EVERY THREEMONTHS. INSPECTION ACTIVITIES SHALL BE PERFORMED AS DESCRIBED IN THE NC DEQSTORMWATER DESIGN MANUAL AND ANY REPAIRS SHALL BE MADE IMMEDIATELY.5.THE STORM DRAINAGE SYSTEM AND STORM WATER BMP SHALL BE PRIVATELY OWNED ANDMAINTAINED.6.THE STORM DRAINAGE EASEMENTS DEPICTED ON THESE PLANS ARE FOR A PRIVATELY OWNEDAND MAINTAINED STORM DRAINAGE SYSTEM.7.THE STORM WATER BMP EASEMENTS DEPICTED ON THESE PLANS ARE FOR A PRIVATELYOWNED AND MAINTAINED WET POND (BMP).SDESDESDE SDE SDE SDESDESDE SDE SDE SDESDESDESDE SDESDESDE SDESDE SDESDE SDE SDE SDESDESDE SDESDESDE SDESDE SDE SDESDE SDESDE SDESDE SDE SDE SDESDE SDE SDE SDE SDESDE SDE SDESDE SDE SDE SDE SDESDE SDE SDE SDE SDESDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDESDE SDESDE SDE SDE SDESDE SDESDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDESDESDESDESDE SDESDESDESDESDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE STORM DRAINAGE NOTES:1.SEE SHEET C-0.2 - GENERAL NOTES FOR ADDITIONAL NOTES AND DETAILS.2.SEE SHEET C-6.17 - STORM DRAINAGE DETAILS FOR NCDOT STRUCTURE INFORMATION.3.SEE CHAPTER 5 - GRADING PLAN FOR SITE GRADING INFORMATION.4.THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATERCONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOWIS PROHIBITED.5.ALL STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNION COUNTYAND NCDOT STANDARDS AND SPECIFICATIONS.6.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT.7.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FORINFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BYCONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS.8.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR.9.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTPROPERTIES.10.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THECURB.11.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKINGBY ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATIONBASED UPON FIELD CONDITIONS.12.ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS, PART 1926SUBPART P, AS AMENDED.13.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIESPRIOR TO CONSTRUCTION.14.IF PROPOSED UTILITIES IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR VERTICAL,FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM RESPONSIBLE GAS COMPANY.15.ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS, HIGHWAYS, ORPUBLIC RIGHTS-OF-WAY ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,COORDINATING THE WORK WITH ALL AFFECTED GOVERNMENT AGENCIES AND UTILITIESAND INFORMING OCCUPANTS OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TOTHE WORK.16.RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SAFETYDEVICES FOR THE PROTECTION OF THE PUBLIC, THE WORKERS, AND GENERALPROTECTION OF THE WORK SHALL REST WITH THE CONTRACTOR DOING THE WORK.17.ALL LANE CLOSURES THAT ARE REQUIRED SHALL FOLLOW THE UNIFORM TRAFFICCONTROL MANUAL.18.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAYIF DEEMED NECESSARY BY THE INSPECTOR.19.EARTHWORK CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITYCOMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFOREDISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAIDFACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THEALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE ORLOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES20.EARTHWORK CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHERCONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELYCOMPLETION OF THIS PROJECT.21.THE EARTHWORK CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TOPREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENTPROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERALEROSION SEDIMENT AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALLTEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENTDRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO THESESTRUCTURES ARE SUFFICIENTLY STABILIZED.22.FOR ANY WORK ON THE STATE RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL:A)NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY INCASE OF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROMANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ONCOMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE REMOVED FROMTHE RIGHT-OF-WAY.B)PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH ASSIGNS, FLAGS, LIGHT BARRICADES AND FLAGMEN AS REQUIRED BY THE LOCALAUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFICCONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR AND HOLD HARMLESS THE STATE OF NORTH CAROLINA, THEARCHITECT/ENGINEER, AND THE OWNER FROM ANY CLAIMS FOR DAMAGE DONETO EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELINGPUBLIC.20.EARTHWORK CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROLDUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODSAS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONALCOST TO OWNER.21.EARTHWORK CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENTCONTROL AND AIR POLLUTION ORDINANCES OR RULES.22.IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST, IN THEEVENT OF A SHORTAGE OF STRUCTURAL FILL.23.CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOTCOVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FORTHEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED.24.CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS ASRESULT OF HIS WORK.25.ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL INSTALLEDQUANTITIES MAY VARY.26.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION.27.MINIMUM COVER ON ALL STORM PIPES SHALL BE 2 FEET. (UNLESS OTHERWISE NOTED)28.ALL NON-STANDARD DRAINAGE STRUCTURES (CB'S, HW'S, FES'S, BOTTOMLESSCULVERTS, ETC.) WILL REQUIRE SEALED CONSTRUCTION DRAWINGS.29.ALL STORM DRAINAGE PIPE SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED.STORM STRUCTURE ID TABLE:1.ALL INLETS AND STRUCTURES LOCATED IN PAVEMENTAREAS SHALL BE H-20 LOAD RATED.2.CONTRACTOR TO INSTALL PROPOSED CATCH BASINS PERCATCH BASIN FRAME IN VALLEY GUTTER DETAIL (SHEETC-6.17). PROPOSED CURB TAPER TO BE INSTALLED TOMINIMIZE DRIVEWAY IMPACTS. 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SSMH-24PROP. SSMH-23 PROP. SSMH-27 PROP. SSMH-22 PROP. SSMH-11 PROP. SSMH-12 PROP. SSMH-13 PROP. SSMH-14 PROP. SSMH-15 PROP. SSMH-10 PROP. SSMH-19 PROP. SSMH-21 PROP. SSMH-9 PROP. SSMH-8 PROP. SSMH-26 PROP. SSMH-18 PROP. SSMH-17 PROP. SSMH-16 PROP. SSMH-25 PROP. SSMH-3 PROP. SSMH-4 PROP. SSMH-5 PROP. SSMH-7 PROP. SSMH-28 PROP. SSMH-38 PROP. SSMH-39 PROP. SSMH-20 PROP. SSMH-6 PROP. SSMH-2 PROP. SSMH-1 EX. SSMH-1 EX. SSMH-3 SUESUESUESUESUESUESUESUESUESUESU E S U E SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUE181182183184185 186 187 188 194 195 196 197 198 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218219220221222223224225 189190 191 192 193 201 200 199 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/W FHWV R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/W R/W R/W R/W R/W OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOTT W W W W W W W W W W W W W W W W W W W WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWSSSSSSSSSSSSS S PROP. SSMH-28 PROP. SSMH-29 PROP. SSMH-30 PROP. SSMH-31 PROP. SSMH-32 PROP. SSMH-33 PROP. SSMH-34 PROP. SSMH-35 PROP. SSMH-36 PROP. SSMH-37 SD ESDESDESDESDESDE SDESDESDESDESDE SDESDESDE SDE SDE SDESD E SD E SDESDESDESDEPROP. SSMH-1 WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 UTILITY PLAN AND PROFILE INDEX SHEET N/A FJM ATB ATB C-7.0 10/18/2019 2:51 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-UTILITY P&P.DWG 0 1"=100' 50'100'200' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL EX. FIRE HYDRANT (TYP)SEE INSET #1 FOR CONTINUATIONSEE INSET #2 F O R C O NTI N UATI ON SHEET C-7.1S H E E T C - 7 . 2 SHEET C-7.3 SHEET C-7.4 S H E E T C - 7 . 5 SHEET C-7.6 SHEET C-7.7S H E E T C- 7 . 8 SHEET C-7.8 SHEET C-7.8 SHEET C-7.9 SHEET C-7.10SHEET C-7.1INSET #1 WEDDINGTON POINTE WEST PHASE 1 INSET #2 WEDDINGTON POINTE EAST PHASE 2 SH E E T C- 7 . 1 SHEET C-7.11 WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC R/W AIRPORT R O A D S R # 1 3 4 9 60' PUBLIC R / W WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC R/W EX. FIRE HYDRANT (TYP) EX. FIRE HYDRANT (TYP) EX. FIRE HYDRANT (TYP) EX. FIRE HYDRANT (TYP) PROP. 3/4" DOMESTIC METERS (225 HOMES) 225 EACH PROP. FIRE HYDRANTS AND VALVE ASSEMBLY 12 EACH ONSITE WATER MAIN SUMMARY: 6"C900 PVC 6,555 TOTALLENGTHMATERIALSIZE 1,4502" 6"DIP 1,268 7,823 LF C900 PVC 1,748 LF PROP. 3/4" IRRIGATION METERS (225 HOMES) 225 EACH ON-SITE TRUNK SANITARY SEWER SUMMARY: PROP. 4' DIAMETER MANHOLES 39 NUMBER OF 3/4" WATER SERVICES 225 SIZE MATERIAL LENGTH 8"DIP 277 LF 8"SDR26 5,191 LF 8"SDR35 3,206 LF TOTAL 8,674 LF NUMBER OF 4" SEWER SERVICES 225 SEE SHEETS C-7.12 - C-7.14 FOR NOTES AND DETAILS ESTIMATED SEWER FLOWS: (225) SINGLE FAMILY HOMES @ 280 GPD = 63,000 GPD TOTAL ESTIMATED DEMAND = 63,000 GPD NATURE OF WASTEWATER: DOMESTIC ESTIMATED WATER FLOWS: (225) SINGLE FAMILY HOMES @ 400 GPD = 90,000 GPD IRRIGATION METERS (225) SINGLE FAMILY HOMES @ 200 GPD = 45,000 GPD NO IRRIGATION PROPOSED IN COMMON OPEN SPACE FIRE FLOW 2,000 GPM FOR 2 HOUR DURATION = 240,000 GALLONS NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 4.FOLLOWING COMPLETION OF UTILITY CONSTRUCTION WITHIN THE FLOODPLAIN, GROUND ELEVATIONS SHALL BE RETURNED TO THE PREDEVELOPMENT ELEVATIONS SO AS NOT TO REDUCE THE FLOOD STORAGE VOLUME OF THE FLOODPLAIN. 5.THERE SHALL BE NO PERMANENT OR TEMPORARY STORAGE OF MATERIAL OR EUIPMENT WITHIN THE FLOODPLAIN. BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE 2982"DIP BENCHMARK/ CONTROL POINT 1.14 AC FIRE DEPT FUTURE DEVELOPMENT PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT PAUL HOWIE, JR. BK. 289, PG. 068 TAX PIN: 06-003-013 NOW OR FORMERLY LEROY ADAMS BK. 191, PG. 704 TAX PIN: 06-003-012 NOW OR FORMERLY WESLEY PARK PLAT CAB. H, FILE 597 VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 VILLAGES OF WESLEY CHAPEL, MAP 2 P.C. H, FILE 539 VILLAGES OF WESLEY CHAPEL, HOMEOWNERS ASSOCIATION BK. 4519, PG. 061 TAX PIN: 09-402-553 ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615 PROP. BMP #1 PROP. BMP #2 PROP. BMP #3 PROP. BMP #4 EX. R/W TO BE ABANDONED (TYP) PROP. R/W EX. R/W TO BE ABANDONED (TYP) PROP. R/W COS COS COS COS COS COS PROP. FIRE HYDRANT (TYP) PROP. FIRE HYDRANT (TYP) PROP. FIRE HYDRANT (TYP) PROP. FIRE HYDRANT (TYP) PROP. FIRE HYDRANT (TYP) PROP. FIRE HYDRANT (TYP) PROP. FIRE HYDRANT (TYP) PROP. FIRE HYDRANT (TYP) PROP. FIRE HYDRANT (TYP) PROP. FIRE HYDRANT (TYP) PROP. FIRE HYDRANT (TYP) PROP. FIRE HYDRANT (TYP) PROP. 6" WATERMAIN (TYP) PROP. 6" WATERMAIN (TYP) PROP. 2" WATERMAIN (TYP) PROP. 6" WATERMAIN (TYP) PROP. 6" WATERMAIN (TYP) PROP. 2" WATERMAIN (TYP) PROP. 6" WATERMAIN (TYP) PROP. 6" WATERMAIN (TYP) PROP. 6" WATERMAIN (TYP) PROP. 2" WATERMAIN (TYP) PROP. 6" WATERMAIN (TYP) PROP. 2" WATERMAIN (TYP) PROP. 2" WATERMAIN (TYP) PROP. 6" WATERMAIN (TYP) PROP. 6" WATERMAIN (TYP) PROP. 6" WATERMAIN (TYP) COS WEDDINGTON P O I N T E DRIVE W E D D I N G T O N P O I N T E D R I V E WED DI N GT O N P OI NTE DRIV EMAYLENTRACEE A S T C O T T A V E N U EPENWOODPLACEMARKFIELDLANE FOXCROFT DRIVEWALKERS RUNDRIVEPORTERS LANE GLENFORDDRIVEYEARDEN LANE -1+00615.27-0+50614.790+00613.020+50617.371+00621.01620.611+50624.02621.222+00625.37621.822+50627.38622.433+00628.99623.043+50629.96623.644+00631.51622.884+50634.00623.385+00634.00623.885+50633.66624.386+00633.97624.886+50631.82625.307+00630.99625.55290.00 LF OF 8 " S D R - 2 6 P V C S S @ 1 . 2 5 %PROP. SSMH-3STA: 3+89.73RIM: 622.77INV. IN: 611.03 (PROP. SSMH-16)INV. IN: 611.03 (PROP. SSMH-4)INV. OUT: 610.83 (PROP. SSMH-2)287.01 LF OF 8" SDR-26 PVC SS @ 0 . 5 0 %PROP. SSMH-4STA: 6+76.74RIM: 625.48INV. IN: 612.67 (PROP. SSMH-5)INV. OUT: 612.47 (PROP. SSMH-3)99.73 LF O F 8 " S D R - 2 6 P V C S S @ 2 . 2 2 %PROP. SSMH-2STA: 0+99.73RIM: 621.61INV. IN: 607.20 (PROP. SSMH-3)INV. OUT: 607.00 (PROP. SSMH-1)PROP. SSMH-1 (SEALED MANHOLE)(WATER TIGHT FRAME & COVER MECH. LOCKING LID)STA: 0+00.00RIM: 614.02INV. IN: 604.20 ()INV. IN: 604.78 (PROP. SSMH-2)INV. OUT: 604.20 (EX. SSMH-1)309.11 LF OF EX. 15" PVC P i p e @ 0 . 6 5 % 36" RCP 36" RCP 36" RCP SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WOEOEOEOEOEGASGASGASGASGASFOFOFOFOFOFOWWWWW WSSSSSSSSSSSSSSSSSSSS3+004+00 0+001+00W W W W W W W W W W W WWSDE SDE S D E SDESDESDESDESDESDESDESDE SDE SDE SDE SDE SDE SDESDEPROP. SSMH-3 36" RCP 15" RCP 42" RCP 42" RCP42" RCP24" RCP 15" RCP 15" RCP 15" CLASS IV15" CLASS IV SUESUE SUE SUE SUE 122 6,212 sq.ft 124 6,760 sq.ft 125 6,910 sq.ft 123 6,486 sq.ft SUESUESUESUESUESUESUESUESUE SUESUESUESUESUESUESUESUESUESUE SUESUESUE121 5,866 sq.ft 121 122 123 124 125 SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS-1+000+001+00 2+00 3+00 4+005+006+007+00 0+00 1+00 -0+740+00SSSSSSSSSSSSSSSSWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSPROP. SSMH-3 36" RCP 36" RCP 24" RCP 15" RCPSDESDESDESDESDESDESDESDESDESDESDESDESDE S D E SD E SD E 36" RCP 15" RCP PROP. SSMH-4 PROP. SSMH-2 PROP. SSMH-1 600 605 610 615 620 625 630 635 600 605 610 615 620 625 630 635 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE.SEE THIS SHEET FOR CONTINUATIONNOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 3.ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. 4.SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES AND DETAILS SEE THIS SHEET FOR CONTINUATION SEE SHEET C-7.2 FOR CONTINUATIONSEE SHEET C-7.5 FOR CONTINUATIONWEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 PROP. SSMH-1 TO PROP. SSMH-15 (STA. 0+00 - STA. 6+77) 1"=4' FJM ATB ATB C-7.1 10/18/2019 2:51 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-UTILITY P&P.DWG PROP. 3/4" WATER & IRRIGATION METER (TYP) PROP. 4" SEWER LATERAL (TYP) PROFILE LEGEND SDR 35 PVC EXISTING GRADE SDR 26 PVC PROPOSED GRADE DUCTILE IRON PROP. 8" SANITARY SEWER 1" = 40' HORIZONTAL 1" = 4' VERTICAL 6" G.V. 6"X6" TEE PROP. GROUND = ±622.58 6" WATER BOT = ±619.08 8" SEWER TOP = ±612.12 PROP. GROUND = ±622.47 6" WATER BOT = ±618.97 24" RCP TOP = ±617.94 PROP. STORM DRAINAGE EASEMENT (TYP) PROP. 30' SEWER EASEMENT (TYP) PROP. 7' SIDEWALK/UTILITY EASEMENT (TYP) PROP. SETBACK (TYP) PROP. STORM (TYP)MATCHLINE STA 6+76.74SEE SHEET C-7.2 FOR CONTINUATIONEXISTING GRADE @ SANITARY SEWER CENTERLINE PROPOSED GRADE @ SANITARY SEWER CENTERLINE PROPOSED 16"X6" TAPPING SLEEVE AND VALVE (MUELLER H-615 OR EQUAL TAPPING SLEEVE, VALVE, MATERIALS & INSTALLATION BY DEVELOPER)PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. PROP. GROUND = ±622.58 6" WATER BOT = ±619.08 8" SEWER TOP = ±612.12 PROP. GROUND = ±622.47 6" WATER BOT = ±618.97 24" RCP TOP = ±617.94 6" G.V.PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. STORM (TYP) WEDDINGTON POINTE DRIVE 50' PUBLIC R/WWEDDINGTON ROAD NC HWY 84FUTURE 100 ' PUBL IC R /WWEDDINGTONPOINTE DRIVE50' PUBLIC R/W 50.00' R/W STREAM BUFFER (TYP) FLOOD HAZARD AREA - ZONE AE 70 LF RJ DIP 16 LF RJ DIP 6" G.V. EX. R/W TO BE ABANDONED (TYP) PROP. R/W PROP. STREET TREE (TYP) PROP. STREET TREE (TYP) PROP. LIGHT POLE (TYP) REGULATORY FLOOD ELEVATION (BFE + 2 FT) PROP. SUBDIVISION SIGNAGE (TYP) 5.00' MIN SEPERATION EASTCOTTAVENUE40' PUBLIC R/WPROP. GROUND = ±625.25 6" WATER BOT = ±621.75 36" RCP TOP = ±619.59 EX. 15" SANITARY SEWER PERMIT #WQ0019891 DATED 09-10-02 MATCH CROWNS PROP. GROUND = ±617.71 15" RCP BOT = ±614.71 6" WATER TOP = ±613.71 NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 4.FOLLOWING COMPLETION OF UTILITY CONSTRUCTION WITHIN THE FLOODPLAIN, GROUND ELEVATIONS SHALL BE RETURNED TO THE PREDEVELOPMENT ELEVATIONS SO AS NOT TO REDUCE THE FLOOD STORAGE VOLUME OF THE FLOODPLAIN. 5.THERE SHALL BE NO PERMANENT OR TEMPORARY STORAGE OF MATERIAL OR EUIPMENT WITHIN THE FLOODPLAIN. BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE 7+00630.99625.557+50631.11625.368+00630.61624.868+50630.68624.579+00631.35624.829+50632.52625.3210+00633.22625.8210+50633.86626.3211+00633.85626.8211+50634.59627.3212+00635.95627.8212+50637.23628.3213+00637.09628.8213+50636.21629.3214+00637.20629.8214+50638.13630.3215+00638.93630.7915+50639.60631.2216+00640.25631.7616+50640.04632.24PROP. SSMH-4STA: 6+76.74RIM: 625.48INV. IN: 612.67 (PROP. SSMH-5)INV. OUT: 612.47 (PROP. SSMH-3)140.94 LF OF 8" SDR-26 PVC SS @ 0 . 5 0 %PROP. SSMH-7STA: 16+17.68RIM: 632.00INV. IN: 618.61 (PROP. SSMH-8)INV. OUT: 618.41 (PROP. SSMH-6)94.56 LF OF 8" SDR-26 PVC SS @ 0 . 5 0 %PROP. SSMH-5STA: 10+76.74RIM: 626.59INV. IN: 615.31 (PROP. SSMH-6)INV. OUT: 615.11 (PROP. SSMH-4)400.00 LF OF 8" SDR-26 PVC SS @ 0 . 5 5 %PROP. SSMH-6STA: 14+76.74RIM: 630.59INV. IN: 617.71 (PROP. SSMH-7)INV. OUT: 617.51 (PROP. SSMH-5)400.00 LF OF 8" SDR-26 PVC S S @ 0 . 6 1 % 36" RCP 30" RCP 30" RCP 30" RCP 24" RCP 24" RCP 18" RCP 18" RCP PROP. STORM 18" RCP XING TOP: 627.89 BOP: 625.97 PROP. STORM 15" RCP XING TOP: 624.32 BOP: 622.69 PROP. STORM 15" RCP XING TOP: 619.91 BOP: 618.28 PROP. STORM 15" RCP XING TOP: 621.81 BOP: 620.18 PROP. STORM 15" RCP XING TOP: 625.51 BOP: 623.88 PROP. STORM 15" RCP XING TOP: 620.30 BOP: 618.68 5.05' 4.88' 5.93' 7.08' 6.17' 3.83' 122 6,212 sq.ft 129 5,160 sq.ft 140 5,160 sq.ft 127 5,160 sq.ft 131 5,160 sq.ft 134 5,160 sq.ft 136 5,160 sq.ft 123 6,486 sq.ft 126 5,160 sq.ft 128 5,160 sq.ft 130 5,160 sq.ft 133 5,160 sq.ft 132 5,160 sq.ft 138 5,160 sq.ft135 5,160 sq.ft 137 5,160 sq.ft 139 5,160 sq.ft SUESUESUESUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE 104 5,160 sq.ft 105 5,160 sq.ft 106 5,160 sq.ft 107 5,160 sq.ft 108 5,160 sq.ft 109 5,160 sq.ft 110 5,160 sq.ft113 5,160 sq.ft 118 5,160 sq.ft 111 5,160 sq.ft 119 5,160 sq.ft 112 5,160 sq.ft115 5,160 sq.ft 114 5,160 sq.ft117 5,160 sq.ft 116 5,160 sq.ft 120 5,160 sq.ft 142 5,160 sq.ft 141 5,160 sq.ft 102 5,195 sq.ft103 5,161 sq.ft 121 5,866 sq.ft 104105 106107108109110111112 113114115116117118119120 141 142 102 103 121 122 123 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 SSSSSSSSSSSSSSSSSSSSSSSSSSSS5+006+007+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W W W W W W W W WWWWW WWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPROP. SSMH-4 PROP. SSMH-536" RCP15" RCP 36" RCP 30" RCP 30" RCP 15" RCP 15" RCP 30" RCP 15" RCP 24" RCP 18" RCP S D E 24" RCP 15" RCP PROP. SSMH-6 PROP. SSMH-7 600 605 610 615 620 625 630 635 640 645 600 605 610 615 620 625 630 635 640 645 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL SEE SHEET C-7.1 FOR CONTINUATION SEE SHEET C-7.3 FOR CONTINUATIONPROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 PROP. SSMH-1 TO PROP. SSMH-15 (STA. 6+77 - STA. 16+18) 1"=4' FJM ATB ATB C-7.2 10/18/2019 2:52 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-UTILITY P&P.DWG PROP. 3/4" WATER & IRRIGATION METER (TYP) PROP. 4" SEWER LATERAL (TYP) PROP. 8" SANITARY SEWER 1" = 40' HORIZONTAL 1" = 4' VERTICAL 6" G.V. 6"X6" TEE 6" G.V. 6" G.V. 54 LF RJ DIP 2" GATE VALVE AND 2" BLOW-OFF EACH IN VALVE BOXES (SEE UCPW STD DETAIL #2A) 6"X2" REDUCER (SEE UCPW STD DETAIL #7) PROP. GROUND = ±625.56 6" WATER BOT = ±622.06 8" SEWER TOP = ±613.54 PROP. GROUND = ±625.25 6" WATER BOT = ±621.75 36" RCP TOP = ±619.59 PROP. STORM DRAINAGE EASEMENT (TYP) PROP. 7' SIDEWALK/UTILITY EASEMENT (TYP) PROP. SETBACK (TYP) PROP. STORM (TYP)MATCHLINE STA 16+17.68SEE SHEET C-7.3 FOR CONTINUATIONMATCHLINE STA 6+76.74SEE SHEET C-7.1FOR CONTINUATIONEXISTING GRADE @ SANITARY SEWER CENTERLINE PROPOSED GRADE @ SANITARY SEWER CENTERLINE NOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 3.ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. 4.SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES AND DETAILS PROFILE LEGEND SDR 35 PVC EXISTING GRADE SDR 26 PVC PROPOSED GRADE DUCTILE IRON WEDDINGTON POINTE DRIVE 50' PUBLIC R/WWEDDINGTONPOINTE DRIVE50' PUBLIC R/W50.00' R/W BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE PROP. CLUSTER MAILBOXES PROP. STREET TREE (TYP) PROP. LIGHT POLE (TYP) 45 DEG. BEND54.00' 54.00' PROP. FIRE HYDRANT ASSEMBLY PROP. FIRE HYDRANT ASSEMBLY BEGIN RJ DIP END RJ DIP PROP. GROUND = ±625.18 6" WATER BOT = ±621.68 15" RCP TOP = ±620.63 PROP. 6" WATERMAIN NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 4.FOLLOWING COMPLETION OF UTILITY CONSTRUCTION WITHIN THE FLOODPLAIN, GROUND ELEVATIONS SHALL BE RETURNED TO THE PREDEVELOPMENT ELEVATIONS SO AS NOT TO REDUCE THE FLOOD STORAGE VOLUME OF THE FLOODPLAIN. 5.THERE SHALL BE NO PERMANENT OR TEMPORARY STORAGE OF MATERIAL OR EUIPMENT WITHIN THE FLOODPLAIN. 16+00640.25631.7616+50640.04632.2417+00639.33632.7917+50638.23633.2518+00638.30633.8218+50637.70634.3319+00637.03634.8319+50635.49635.3320+00632.84635.7120+50630.61635.5721+00630.61635.0821+50633.80634.5822+00636.80634.0822+50638.00633.9123+00638.00634.2823+50638.00634.8324+00637.17635.3924+50636.28635.9425+00635.14636.4725+50634.46636.59140.94 LF OF 8" SDR-26 PVC SS @ 0 . 5 0 %PROP. SSMH-7STA: 16+17.68RIM: 632.00INV. IN: 618.61 (PROP. SSMH-8)INV. OUT: 618.41 (PROP. SSMH-6)94.56 LF OF 8" SDR-26 PVC SS @ 0 . 5 0 %PROP. SSMH-8STA: 17+12.23RIM: 632.95INV. IN: 619.28 (PROP. SSMH-9)INV. OUT: 619.08 (PROP. SSMH-7)90.58 LF OF 8" SDR-26 P V C S S @ 0 . 7 5 %PROP. SSMH-9STA: 18+02.81RIM: 633.86INV. IN: 620.16 (PROP. SSMH-10)INV. IN: 620.16 (PROP. SSMH-26)INV. OUT: 619.96 (PROP. SSMH-8)358.57 LF OF 8" SDR-26 PVC SS @ 0.40%PROP. SSMH-10STA: 21+61.38RIM: 634.47INV. IN: 621.79 (PROP. SSMH-11)INV. IN: 621.79 (PROP. SSMH-19)INV. OUT: 621.59 (PROP. SSMH-9)PROP. SSMH-11STA: 25+14.60RIM: 636.56INV. IN: 623.40 (PROP. SSMH-12)INV. IN: 623.40 (PROP. SSMH-22)INV. OUT: 623.20 (PROP. SSMH-10)PROP. SSMH-9STA: 18+02.81 (0+00)RIM: 633.86INV. IN: 620.16 (PROP. SSMH-10)INV. IN: 620.16 (PROP. SSMH-26)INV. OUT: 619.96 (PROP. SSMH-8)PROP. SSMH-10STA: 21+61.38 (0+00)RIM: 634.47INV. IN: 621.79 (PROP. SSMH-11)INV. IN: 621.79 (PROP. SSMH-19)INV. OUT: 621.59 (PROP. SSMH-9)PROP. SSMH-11STA: 25+14.60 (0+00)RIM: 636.56INV. IN: 623.40 (PROP. SSMH-12)INV. IN: 623.40 (PROP. SSMH-22)INV. OUT: 623.20 (PROP. SSMH-10)353.22 LF OF 8" SDR-26 PVC SS @ 0.40% 48" RCP 42" RCP 18" RCP 18" RCP PROP. STORM 18" RCP XING TOP: 628.88 BOP: 626.96 PROP. STORM 36" RCP XING TOP: 632.33 BOP: 628.66 PROP. STORM 15" RCP XING TOP: 630.55 BOP: 628.92 7.85'6.68' 4.13'SUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUESUESUESUE64 8,009 sq.ft 62 7,533 sq.ft 63 7,812 sq.ft 90 5,160 sq.ft 66 8,297 sq.ft 65 8,206 sq.ft 91 5,160 sq.ft 92 5,269 sq.ft 6,360 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUES U E S U E S U E S U E SU E SUE SUE SUESUESUESUE82 6,360 sq.ft 83 6,360 sq.ft 84 6,360 sq.ft 85 6,360 sq.ft 86 6,360 sq.ft 87 6,360 sq.ft 88 6,360 sq.ft 93 5,160 sq.ft 94 5,160 sq.ft 95 5,160 sq.ft 96 5,160 sq.ft 142 5,160 sq.ft 97 5,161 sq.ft 98 5,193 sq.ft 99 6,273 sq.ft 100 8,195 sq.ft 101 6,802 sq.ft 102 5,195 sq.ft 5,161 sq.ft 8283848586878893949596 142 979899 100 101 102 6263646566 90 91 92 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS1 5 + 0 0 1 6 + 0 0 17+ 0 0 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 0+001+001+750+001+000+001+00SSSSSSSSSSSSSSSSSSSSSSSSSSWWW W W W W W W W W W W W W W W W W W W W WWWWW WWWW0+001+00 1+62WWWPROP. SSMH-7 PROP. SSMH-8 PROP. SSMH-9 PROP. SSMH-10 PROP. SSMH-11 18" RCP 15" RCP 15" RCP 36" RCP 36" RCP42" RCP 18" RCP 48" RCP 48" RCP 48" RCP 18" RCPSDESDE SDESDESDESDESDESDESDESDESDESDE18" RCP 36" RCP 600 605 610 615 620 625 630 635 640 645 650 600 605 610 615 620 625 630 635 640 645 650 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL SEE SHEET C-7.8 FOR CONTINUATION SEE SHEET C-7.6 FOR CONTINUATION SEE SHEET C-7.7 FOR CONTINUATION SEE SHEET C-7.2 FOR CONTINUATIONSEE SHEET C-7.4 FOR CONTINUATIONPROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. PROP. 6" WATERMAIN 6' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 PROP. SSMH-1 TO PROP. SSMH-15 (STA. 16+18 - STA. 25+15) 1"=4' FJM ATB ATB C-7.3 10/18/2019 2:52 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-UTILITY P&P.DWG PROP. 3/4" WATER & IRRIGATION METER (TYP) PROP. 4" SEWER LATERAL (TYP) PROP. GROUND = ±633.61 6" WATER BOT = ±630.11 8" SEWER TOP = ±620.53 PROP. GROUND = ±634.66 6" WATER BOT = ±631.16 8" SEWER TOP = ±622.23 PROP. GROUND = ±636.61 6" WATER BOT = ±633.11 8" SEWER TOP = ±624.25 PROP. GROUND = ±636.19 6" WATER BOT = ±632.69 36" RCP TOP = ±631.69 PROP. 8" SANITARY SEWER 1" = 40' HORIZONTAL 1" = 4' VERTICAL 6" G.V. 6"X6" TEE 6" G.V. 6"X6" TEE 6" G.V. 6"X6" TEE 6" G.V. PROP. FIRE HYDRANT ASSEMBLY 69 LF RJ DIP PROP. STORM DRAINAGE EASEMENT (TYP) PROP. 7' SIDEWALK/UTILITY EASEMENT (TYP) PROP. SETBACK (TYP)PROP. STORM (TYP)MATCHLINE STA 25+14.60SEE SHEET C-7.4 FOR CONTINUATIONMATCHLINE STA 16+17.68SEE SHEET C-7.2 FOR CONTINUATIONEXISTING GRADE @ SANITARY SEWER CENTERLINE PROPOSED GRADE @ SANITARY SEWER CENTERLINE NOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 3.ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. 4.SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES AND DETAILS PROFILE LEGEND SDR 35 PVC EXISTING GRADE SDR 26 PVC PROPOSED GRADE DUCTILE IRON WEDDINGTON POINTE DRIVE 50' PUBLIC R/WEASTCOTTAVENUE40' PUBLIC R/WPENWOODPLACE40' PUBLIC R/WMARKFIELDLANE40' PUBLIC R/WPROP. 6" WATERMAIN 50.00' R/W 6" G.V. 54.00'54.00' PROP. 15' WATER LINE EASEMENT 270 LF RJ DIP 6" G.V. 54 LF RJ DIP 60 LF RJ DIP BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE PROP. STREET TREE (TYP) PROP. WATERMAIN TO BE JACK-AND-BORE TO AVOID WETLAND IMPACTS PROP. LIGHT POLE (TYP) PROP. 6" WATERMAIN MIN. FFE: 636.02 MIN. FFE: 636.44 MIN. FFE: 637.08 MIN. FFE: 637.72 MIN. FFE: 637.72 REFER TO SHEET C-7.11 FOR WATERMAIN PROFILE 45 DEG. BEND 45 DEG. BEND COMMON OPEN SPACE COMMON OPEN SPACE EX. DITCH CENTERLINE NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 4.FOLLOWING COMPLETION OF UTILITY CONSTRUCTION WITHIN THE FLOODPLAIN, GROUND ELEVATIONS SHALL BE RETURNED TO THE PREDEVELOPMENT ELEVATIONS SO AS NOT TO REDUCE THE FLOOD STORAGE VOLUME OF THE FLOODPLAIN. 5.THERE SHALL BE NO PERMANENT OR TEMPORARY STORAGE OF MATERIAL OR EUIPMENT WITHIN THE FLOODPLAIN. 615 620 625 630 635 640 645 650 PROP. SSMH-11STA: 25+14.60RIM: 636.56INV. IN: 623.40 (PROP. SSMH-12)INV. IN: 623.40 (PROP. SSMH-22)INV. OUT: 623.20 (PROP. SSMH-10)280.36 LF OF 8" SDR-26 P V C S S @ 0 . 6 8 %PROP. SSMH-12STA: 27+94.96RIM: 635.17INV. IN: 625.50 (PROP. SSMH-13)INV. IN: 625.50 (PROP. SSMH-38)INV. OUT: 625.30 (PROP. SSMH-11)377.54 LF OF 8" SD R - 3 5 P V C S S @ 0 . 9 5 %PROP. SSMH-13STA: 31+72.49RIM: 637.67INV. IN: 629.27 (PROP. SSMH-14)INV. OUT: 629.07 (PROP. SSMH-12)391.66 LF OF 8" S D R - 3 5 P i p e @ 1 . 0 0 %PROP. SSMH-14STA: 35+64.15 (0+00)RIM: 640.61INV. IN: 633.39 (PROP. SSMH-15)INV. OUT: 633.19 (PROP. SSMH-13)91.23 LF OF 8" SD R - 3 5 P V C S S @ 1 . 0 0 %PROP. SSMH-15STA: 36+55.38RIM: 641.29INV. OUT: 634.30 (PROP. SSMH-14)PROP. SSMH-11STA: 25+14.60 (0+00)RIM: 636.56INV. IN: 623.40 (PROP. SSMH-12)INV. IN: 623.40 (PROP. SSMH-22)INV. OUT: 623.20 (PROP. SSMH-10)36" RCP 30" RCP 30" RCP 24" RCP 18" RCP 15" RCP 15" RCP PROP. STORM 15" RCP XING TOP: 631.34 BOP: 629.72 PROP. STORM 18" RCP XING TOP: 634.47 BOP: 632.55 PROP. STORM 15" RCP XING TOP: 636.31 BOP: 634.68 PROP. STORM 15" RCP XING TOP: 632.96 BOP: 631.33 3.05' 4.00' 3.28' 2.20' 2.23' PROP. STORM 15" RCP XING TOP: 631.28 BOP: 629.65 S U E SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE4 6,360 sq.ft 11 6,360 sq.ft 12 6,360 sq.ft 20 6,360 sq.ft 22 6,360 sq.ft 21 6,360 sq.ft 28 6,360 sq.ft 9 6,611 sq.ft13 6,360 sq.ft 38 7,486 sq.ft 41 6,360 sq.ft 43 6,360 sq.ft 19 6,360 sq.ft 45 6,360 sq.ft 24 8,609 sq.ft 25 8,448 sq.ft 47 6,360 sq.ft 49 6,360 sq.ft 34 6,360 sq.ft 32 6,360 sq.ft 31 6,360 sq.ft35 6,360 sq.ft 36 6,360 sq.ft 42 6,360 sq.ft 44 6,360 sq.ft 46 6,360 sq.ft 48 6,360 sq.ft 2 6,360 sq.ft 3 6,360 sq.ft 1 6,360 sq.ft 8 6,360 sq.ft 6 6,360 sq.ft 5 6,360 sq.ft7 6,360 sq.ft10 6,591 sq.ft 23 6,812 sq.ft 26 8,175 sq.ft 27 7,822 sq.ft 29 6,360 sq.ft 30 6,360 sq.ft 37 7,220 sq.ft 39 7,667 sq.ft 33 6,360 sq.ft 40 7,742 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUE79 6,360 sq.ft 80 6,360 sq.ft 81 6,360 sq.ft 82 6,360 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE79 80 81 82 123456789 10111213 19 20 21 22 23 24 25 26 27 282930313233343536 37 38 39 40 41 42 43 44 45 46 47 48 49 78 8,245 sq.ft 78 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WOEOEOEOEOEOEOEOEOEGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W W W W W W WWWWWWW25+0026+0027+0028+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 36+55SSSSSSSSSSSSSSSS0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0+001+002+002+19SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWW W W W W W W W W W W W W W W W W W W W W 0+00SSSSSSPROP. SSMH-12 PROP. SSMH-13 PROP. SSMH-14 PROP. SSMH-1536" RCP15" RCP 15" RCP 30" RCP 30" RCP 15" RCP 24" RCP 18" RCP 15" RCP SDESDESDESDE15" RCP 15" RCP 15" RCP PROP. SSMH-11 18" RCP 615 620 625 630 635 640 645 650 25+00635.14636.4725+50634.46636.5926+00634.76636.2426+50634.91635.8627+00635.27635.4727+50635.78635.0828+00635.81635.1528+50634.74635.2529+00634.07635.6229+50634.17636.0030+00634.38636.3730+50635.00636.7531+00634.89637.1231+50634.95637.5032+00635.26637.8732+50635.76638.2533+00635.69638.6233+50635.73639.0034+00635.95639.3734+50636.20639.7535+00636.24640.1235+50636.58640.5036+00637.09640.8736+50638.14641.250 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL SEE SHEET C-7.3 FOR CONTINUATION SEE SHEET C-7.8 FOR CONTINUATION PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 PROP. SSMH-1 TO PROP. SSMH-15 (STA. 25+15 - STA. 36+55) 1"=4' FJM ATB ATB C-7.4 10/18/2019 2:52 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-UTILITY P&P.DWG PROP. 3/4" WATER & IRRIGATION METER (TYP) PROP. 4" SEWER LATERAL (TYP) PROP. GROUND = ±640.75 6" WATER BOT = ±637.25 8" SEWER TOP = ±634.27 PROP. 8" SANITARY SEWER 1" = 40' HORIZONTAL 1" = 4' VERTICAL 6" G.V. 6"X6" TEE 6" G.V. 6" G.V. 6"X6" TEE PROP. FIRE HYDRANT ASSEMBLY 54 LF RJ DIP 2" BLOW-OFF (SEE UCPW STD DETAIL #2A) 6"X2" REDUCER (SEE UCPW STD DETAIL #7) PROP. STORM DRAINAGE EASEMENT (TYP) PROP. 7' SIDEWALK/UTILITY EASEMENT (TYP) PROP. SETBACK (TYP) PROP. STORM (TYP)MATCHLINE STA 25+14.60SEE SHEET C-7.3FOR CONTINUATIONEXISTING GRADE @ SANITARY SEWER CENTERLINE PROPOSED GRADE @ SANITARY SEWER CENTERLINE NOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 3.ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. 4.SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES AND DETAILS PROPOSED 24"X6" TAPPING SLEEVE AND VALVE (MUELLER H-615 OR EQUAL TAPPING SLEEVE, VALVE, MATERIALS & INSTALLATION BY DEVELOPER) 6" G.V. PROFILE LEGEND SDR 35 PVC EXISTING GRADE SDR 26 PVC PROPOSED GRADE DUCTILE IRON WEDDINGTONPOINTE DRIVE50' PUBLIC R/WWALKERS RUN DRIVE VARIABLE WIDTH PUBLIC R/W FOXCROFTDRIVE40' PUBLIC R/WPROP. 6" WATERMAIN PROP. DIP LATERAL FOR LOT 36 PROP. DIP LATERAL FOR LOT 35 PROP. DIP LATERAL FOR LOT 34 PROP. DIP LATERAL FOR LOT 33 PROP. DIP LATERAL FOR LOT 31 PROP. DIP LATERAL FOR LOT 30 PROP. DIP LATERAL FOR LOT 29 PROP. DIP LATERAL FOR LOT 28 PROP. DIP LATERAL FOR LOT 9 PROP. DIP LATERAL FOR LOT 8 PROP. DIP LATERAL FOR LOT 7 PROP. DIP LATERAL FOR LOT 5 PROP. DIP LATERAL FOR LOT 4 PROP. DIP LATERAL FOR LOT 3 PROP. 6" WATERMAIN 6" G.V. SEE SHEET C-7.11 FOR CONTINUATION 48 LF RJ DIP 72 LF RJ DIP 65 LF RJ DIP 50.00' R/W 40.00' R/W 50.00' R/W PROP. CLUSTER MAILBOXES PROP. STREET TREE (TYP) PROP. LIGHT POLE (TYP) PROP. GROUND = ±636.61 6" WATER BOT = ±633.11 8" SEWER TOP = ±624.25 PROP. GROUND = ±636.19 6" WATER BOT = ±633.69 36" RCP TOP = ±631.69 6"X6" TEE 6" G.V. 6" G.V. 60 LF RJ DIP PROP. GROUND = ±637.96 15" RCP BOT = ±633.05 6" WATER TOP = ±632.05 MIN. FFE: 638.44 MIN. FFE: 638.44 MIN. FFE: 637.83 MIN. FFE: 637.31 MIN. FFE: 638.36 MIN. FFE: 638.76 MIN. FFE: 639.16 MIN. FFE: 639.55 MIN. FFE: 639.95 MIN. FFE: 640.35 MIN. FFE: 640.75 MIN. FFE: 641.14 MIN. FFE: 641.54 MIN. FFE: 640.25 MIN. FFE: 640.64 MIN. FFE: 641.05 MIN. FFE: 641.84 MIN. FFE: 642.24 MIN. FFE: 642.65 PROP. SUBDIVISION SIGNAGE (TYP)AIRPORT ROAD (ST #1349)60' PUBLIC R/WSTART RJ DIP END RJ DIP PROP. FIRE HYDRANT ASSEMBLY PROP. FIRE HYDRANT ASSEMBLY SANITARY SEWER LATERALS FOR LOTS 3-5 AND LOTS 7-9 SHALL BE DIP SANITARY SEWER LATERALS FOR LOTS 28-36 SHALL BE DIP 45° BENDS54'54' EXISTING GAS LINE COULD NOT BE LOCATED WITH SOFT DIG. TRACER WIRE WAS FOUND AT A DEPTH OF 5'. DEPTH OF GAS LINE IS ASSUMED AT A DEPTH GREATER THAN 5'. 6" WATER MAIN TO BE INSTALLED WITH 3' OF COVER AND WILL HAVE GREATER THAN 1' OF SEPARATION FROM GAS LINE. MIN. FFE: 643.04 MIN. FFE: 643.43MIN. FFE: 641.46 MIN. FFE: 641.96 NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 4.FOLLOWING COMPLETION OF UTILITY CONSTRUCTION WITHIN THE FLOODPLAIN, GROUND ELEVATIONS SHALL BE RETURNED TO THE PREDEVELOPMENT ELEVATIONS SO AS NOT TO REDUCE THE FLOOD STORAGE VOLUME OF THE FLOODPLAIN. 5.THERE SHALL BE NO PERMANENT OR TEMPORARY STORAGE OF MATERIAL OR EUIPMENT WITHIN THE FLOODPLAIN. BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE 605 610 615 620 625 630 635 640 645 605 610 615 620 625 630 635 640 645 0+00630.50622.770+50630.58622.871+00630.90623.581+50631.88624.292+00632.28624.992+50632.62625.703+00632.47626.413+50631.79627.114+00630.05627.824+50628.66628.535+00627.63629.155+50628.63629.066+00628.97628.556+50628.93628.047+00628.77627.527+50627.00627.198+00628.12627.648+50629.28628.389+00PROP. SSMH-3STA: 0+00.00 (3+89.73)RIM: 622.77INV. IN: 611.03 (PROP. SSMH-16)INV. IN: 611.03 (PROP. SSMH-4)INV. OUT: 610.83 (PROP. SSMH-2)PROP. SSMH-16STA: 2+56.71 (0+00)RIM: 625.79INV. IN: 615.22 (PROP. SSMH-17)INV. IN: 615.22 (PROP. SSMH-25)INV. OUT: 615.02 (PROP. SSMH-3)256.71 LF O F 8 " S D R - 2 6 P V C S S @ 1 . 5 6 %PROP. SSMH-18STA: 8+84.38RIM: 628.97INV. OUT: 620.90 (PROP. SSMH-17)308.61 LF OF 8" SD R - 2 6 P V C S S @ 1 . 0 0 % 319.06 LF OF 8" SDR-26 P V C S S @ 0 . 7 5 %PROP. SSMH-17STA: 5+75.77RIM: 628.80INV. IN: 617.81 (PROP. SSMH-18)INV. OUT: 617.61 (PROP. SSMH-16)24" RC P 24" RCP 24" RCP 18" RCP15" RCP PROP. STORM 15" RCP XING TOP: 619.77 BOP: 618.14 PROP. STORM 15" RCP XING TOP: 621.50 BOP: 619.87 PROP. STORM 18" RCP XING TOP: 623.70 BOP: 621.78 PROP. STORM 15" RCP XING TOP: 625.15 BOP: 623.53PROP. STORM 36" RCP XING TOP: 617.67 BOP: 614.01 5.60' 4.82' 2.00' 2.13' 1.64'SUESUESUE SUE SUE SUE SUE SUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SU E 124 6,760 sq.ft 125 6,910 sq.ft 149 5,160 sq.ft 147 5,160 sq.ft 170 5,479 sq.ft 146 5,160 sq.ft 148 5,160 sq.ft 153 5,160 sq.ft 155 5,160 sq.ft 157 5,160 sq.ft 145 5,160 sq.ft 150 5,160 sq.ft 151 5,160 sq.ft 152 5,160 sq.ft 154 5,160 sq.ft 156 5,160 sq.ft 158 5,160 sq.ft 159 5,160 sq.ft 160 5,432 sq.ft 175 5,160 sq.ft 176 5,160 sq.ft 177 5,160 sq.ft 178 5,160 sq.ft 179 5,160 sq.ft SUESUESUESUESUE172 5,160 sq.ft 161 5,217 sq.ft 169 5,168 sq.ft 180 5,160 sq.ft 171 5,436 sq.ft 174 5,160 sq.ft 173 5,160 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE143 4,951 sq.ft 144 5,152 sq.ft 143144 161 169 180171172173174 152153154155156157158159 160 170 175 176 177 178 179 124 125 145146147148149150151SSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW3+00 4+000+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+840+00SSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPROP. SSMH-3 PROP. SSMH-16 PROP. SSMH-18 PROP. SSMH-17 36" RCP24" RCP 15" RCP 24" RCP 15" RCP 24" RCP 18" RCP 24" RCP24" RCP 18" RCP 18" RCP 15" RCPSDESDESDESDESDESDESDESDESDESDESDESDESDES D E S D E42" RCP15" RCP 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL SEE SHEET C-7.8 FOR CONTINUATION SEE SHEET C-7.1 FOR CONTINUATIONSEE SHEET C-7.1 FOR CONTINUATIONPROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. PROP. 2" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 PROP. SSMH-3 TO PROP. SSMH-18 1"=4' FJM ATB ATB C-7.5 10/18/2019 2:52 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-UTILITY P&P.DWG PROP. 3/4" WATER & IRRIGATION METER (TYP) PROP. 4" SEWER LATERAL (TYP) PROP. GROUND = ±626.07 6" WATER BOT = ±622.57 8" SEWER TOP = ±616.08 PROP. 8" SANITARY SEWER 1" = 40' HORIZONTAL 1" = 4' VERTICAL 6" G.V. 6"X6" TEE 6" G.V.6"X6" TEE 6" G.V. PROP. FIRE HYDRANT ASSEMBLY 78 LF RJ DIP 6"X2" REDUCER (SEE UCPW STD DETAIL #7) AND 2" GATE VALVE PROP. STORM DRAINAGE EASEMENT (TYP)PROP. 7' SIDEWALK/UTILITY EASEMENT (TYP) PROP. SETBACK (TYP) PROP. STORM (TYP) EXISTING GRADE @ SANITARY SEWER CENTERLINE PROPOSED GRADE @ SANITARY SEWER CENTERLINE NOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 3.ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. 4.SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES AND DETAILS DUCTILE IRON PIPE (± 20 LF) PROFILE LEGEND SDR 35 PVC EXISTING GRADE SDR 26 PVC PROPOSED GRADE DUCTILE IRON WEDDINGTONPOINTE DRIVE50' PUBLIC R/WEASTCOTT AVENUE 40' PUBLIC R/W PROP. 6" WATERMAIN PROP. 6" WATERMAIN PROP. DIP LATERAL FOR LOT 172 PROP. DIP LATERAL FOR LOT 174 PROP. DIP LATERAL FOR LOT 173 PROP. DIP LATERAL FOR LOT 176 PROP. DIP LATERAL FOR LOT 177 PROP. DIP LATERAL FOR LOT 178 PROP. DIP LATERAL FOR LOT 179 PROP. DIP LATERAL FOR LOT 180 40.00' R/W 50.00' R/W 70 LF RJ DIP 16 LF RJ DIP SEE SHEET C-7.8 FOR CONTINUATIONPROP. STREET TREE (TYP) PROP. LIGHT POLE (TYP) PROP. GROUND = ±622.58 6" WATER BOT = ±619.08 8" SEWER TOP = ±612.12 PROP. GROUND = ±622.47 6" WATER BOT = ±618.97 24" RCP TOP = ±617.94 MIN. FFE: 631.02 MIN. FFE: 631.25 MIN. FFE: 631.25 MIN. FFE: 630.93 MIN. FFE: 630.51 MIN. FFE: 630.07 MIN. FFE: 629.64 MIN. FFE: 629.52 MIN. FFE: 630.14 PROP. FIRE HYDRANT ASSEMBLY SANITARY SEWER LATERALS FOR LOTS 172-180 SHALL BE DIP PROP. DIP LATERAL FOR LOT 147 9.20' NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 4.FOLLOWING COMPLETION OF UTILITY CONSTRUCTION WITHIN THE FLOODPLAIN, GROUND ELEVATIONS SHALL BE RETURNED TO THE PREDEVELOPMENT ELEVATIONS SO AS NOT TO REDUCE THE FLOOD STORAGE VOLUME OF THE FLOODPLAIN. 5.THERE SHALL BE NO PERMANENT OR TEMPORARY STORAGE OF MATERIAL OR EUIPMENT WITHIN THE FLOODPLAIN. BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE SCALE: 1" = 40' H & 1" = 4' V 615 620 625 630 635 640 645 650 615 620 625 630 635 640 645 650 0+00634.56634.470+50635.08634.371+00634.49634.831+50634.73635.292+00635.18635.752+50634.89636.213+00634.21636.673+50633.09637.054+00631.63636.754+50629.85636.255+00628.12635.755+50PROP. SSMH-10STA: 0+00.00 (21+61.38)RIM: 634.47INV. IN: 621.79 (PROP. SSMH-11)INV. IN: 621.79 (PROP. SSMH-19)INV. OUT: 621.59 (PROP. SSMH-9)PROP. SSMH-21STA: 5+49.52RIM: 634.98INV. OUT: 630.73 (PROP. SSMH-20)49.16 LF OF 8" SDR-35 PVC SS @ 0.75% 278.52 LF OF 8 " S D R - 3 5 P V C S S @ 1 . 5 0 %PROP. SSMH-19STA: 2+78.52RIM: 636.47INV. IN: 626.17 (PROP. SSMH-20)INV. OUT: 625.97 (PROP. SSMH-10)PROP. SSMH-20STA: 5+00.36RIM: 635.75INV. IN: 630.36 (PROP. SSMH-21)INV. OUT: 630.26 (PROP. SSMH-19)221.83 LF O F 8 " S D R - 3 5 P V C S S @ 1 . 8 5 % 48" RCP 48" RCP PROP. STORM 15" RCP XING TOP: 632.42 BOP: 630.79PROP. STORM 48" RCP XING TOP: 630.88 BOP: 626.05 PROP. STORM 48" RCP XING TOP: 628.21 BOP: 623.38 4.30' 2.38' 2.85'SUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUE S U E SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE66 8,297 sq.ft 67 6,360 sq.ft 65 68 6,360 sq.ft 69 6,360 sq.ft 70 6,360 sq.ft 71 6,360 sq.ft 74 7,525 sq.ft 72 6,360 sq.ft 75 6,403 sq.ft 73 6,792 sq.ft 76 6,360 sq.ft 77 6,360 sq.ft SUESUESUESUESUESUE77 65 66 67 68 69 70 71 72 73 74 7576 SSSSSSSSSSSSSSSSSSSSSS21+0022+000+00 1+00 2+00 3+00 4+00 5+00 5+50SSSSSSSSSSSSSSSSSSSSWWSSSSSSSSSSSSSSSS1+001 + 6 2 WWWWWWWWWWWWPROP. SSMH-10 PROP. SSMH-21 PROP. SSMH-19 36" RCP 18" RCP 48" RCP48" RCP 48" RCP 48" RCP 15" RCP 48" RCPSDE SDESDESDESDESDESDESDESDESDE SDE SDESDESDE SDESDESDE 48" RCP 48" RC P PROP. SSMH-20 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL SEE SHEET C-7.3 FOR CONTINUATION PROP. 2" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 PROP. SSMH-10 TO PROP. SSMH-21 1"=4' FJM ATB ATB C-7.6 10/18/2019 2:53 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-UTILITY P&P.DWG PROP. 3/4" WATER & IRRIGATION METER (TYP) PROP. 4" SEWER LATERAL (TYP) PROP. 8" SANITARY SEWER 1" = 40' HORIZONTAL 1" = 4' VERTICAL 6" G.V. 6"X6" TEE PROP. FIRE HYDRANT ASSEMBLY 54 LF RJ DIP 2" GATE VALVE AND 2" BLOW-OFF EACH IN VALVE BOXES (SEE UCPW STD DETAIL #2) 6"X2" REDUCER (SEE UCPW STD DETAIL #7) AND 2" GATE VALVE PROP. STORM DRAINAGE EASEMENT (TYP) PROP. 7' SIDEWALK/UTILITY EASEMENT (TYP) PROP. SETBACK (TYP) PROP. STORM (TYP) SEE SHEET C-7.3 FOR CONTINUATION EXISTING GRADE @ SANITARY SEWER CENTERLINE PROPOSED GRADE @ SANITARY SEWER CENTERLINE NOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 3.ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. 4.SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES AND DETAILS PROFILE LEGEND SDR 35 PVC EXISTING GRADE SDR 26 PVC PROPOSED GRADE DUCTILE IRON WEDDINGTONPOINTE DRIVE50' PUBLIC R/WPENWOOD PLACE 40' PUBLIC R/W 40.00' R/W 50.00' R/W 69 LF RJ DIP PROP. STREET TREE (TYP) PROP. LIGHT POLE (TYP) PROP. GROUND = ±634.27 6" WATER BOT = ±630.77 8" SEWER TOP = ±622.58 MIN. FFE: 638.98 MIN. FFE: 639.10 MIN. FFE: 639.12 MIN. FFE: 638.59 MIN. FFE: 639.05 MIN. FFE: 639.05 MIN. FFE: 638.90 MIN. FFE: 638.43 MIN. FFE: 638.12 6" G.V.5.00' MIN SEPARATION NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 4.FOLLOWING COMPLETION OF UTILITY CONSTRUCTION WITHIN THE FLOODPLAIN, GROUND ELEVATIONS SHALL BE RETURNED TO THE PREDEVELOPMENT ELEVATIONS SO AS NOT TO REDUCE THE FLOOD STORAGE VOLUME OF THE FLOODPLAIN. 5.THERE SHALL BE NO PERMANENT OR TEMPORARY STORAGE OF MATERIAL OR EUIPMENT WITHIN THE FLOODPLAIN. BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE SCALE: 1" = 40' H & 1" = 4' V 620 625 630 635 640 645 650 655 620 625 630 635 640 645 650 655 0+00634.73636.560+50634.40635.881+00632.85635.471+50631.19635.122+00631.12635.362+50630.08635.753+00631.19636.143+50632.18636.524+00634.04636.914+50634.24637.295+00634.57637.685+50635.01638.066+00635.24638.456+50635.05638.837+00635.17639.227+50635.23639.608+00635.49640.108+50635.13640.639+00634.78641.089+50634.21641.5410+00631.65641.87PROP. SSMH-11STA: 0+00.00 (25+14.60)RIM: 636.56INV. IN: 623.40 (PROP. SSMH-12)INV. IN: 623.40 (PROP. SSMH-22)INV. OUT: 623.20 (PROP. SSMH-10)404.58 LF OF 8" SD R - 3 5 P V C S S @ 1 . 0 0 %PROP. SSMH-23STA: 8+04.58 (0+00)RIM: 640.22INV. IN: 630.85 (PROP. SSMH-24)INV. IN: 630.85 (PROP. SSMH-27)INV. OUT: 630.65 (PROP. SSMH-22)202.05 LF OF 8" SDR- 3 5 P V C @ 0 . 8 5 %PROP. SSMH-24STA: 10+06.63RIM: 641.79INV. OUT: 632.57 (PROP. SSMH-23)400.00 LF OF 8" SDR-26 P V C S S @ 0 . 7 5 %PROP. SSMH-22STA: 4+00.00RIM: 636.91INV. IN: 626.60 (PROP. SSMH-23)INV. OUT: 626.40 (PROP. SSMH-11)36" RCP 24" RCP 24" RCP 24" RCP 30" RCP 15" RCP PROP. STORM 18" RCP XING TOP: 631.11 BOP: 629.19 PROP. STORM 24" RCP XING TOP: 635.37 BOP: 632.87 PROP. STORM 36" RCP XING TOP: 631.62 BOP: 627.95 PROP. STORM 15" RCP XING TOP: 632.53 BOP: 630.90 PROP. STORM 15" RCP XING TOP: 633.86 BOP: 632.23 3.90' 3.72' 1.02' 3.24' 4.09'SUESUESUESUESUESUES U E SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUE S U E SUESUESUESUESUESUESUESUESUE14 6,952 sq.ft 15 6,363 sq.ft 20 6,360 sq.ft41 6,360 sq.ft 43 6,360 sq.ft 19 6,360 sq.ft 45 6,360 sq.ft 24 8,609 sq.ft 47 6,360 sq.ft 49 6,360 sq.ft 50 7,532 sq.ft54 6,360 sq.ft 57 6,360 sq.ft 55 6,360 sq.ft 42 6,360 sq.ft 64 8,009 sq.ft 62 7,533 sq.ft 63 7,812 sq.ft 44 6,360 sq.ft 46 6,360 sq.ft 48 6,360 sq.ft 53 6,360 sq.ft 56 6,360 sq.ft 59 6,360 sq.ft 58 6,360 sq.ft 60 6,360 sq.ft 6,360 sq.ft 65 8,206 sq.ft 6,360 sq.ft 16 6,360 sq.ft 17 6,360 sq.ft 6,360 sq.ft 6,360 sq.ft 18 6,360 sq.ft 40 7,742 sq.ft 51 6,360 sq.ft 52 6,360 sq.ft 61 6,360 sq.ft 6,360 sq.ft 6,360 sq.ft SUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUE596061 62 63 64 65 14 15 16 17 18 19 20 2440 41 42 43 44 45 46 47 48 49 50 5152535455565758 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWW23+0024+0025+0026+00SSSSSSSS0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+0010+070+001+00SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWW W W W W W W W W W W W W W W W W W W W W PROP. SSMH-11 PROP. SSMH-22 PROP. SSMH-23 PROP. SSMH-24 42" RCP36" RCP 36" RCP 24" RCP 18" RCP 36" RCP24" RCP 24" RCP 24" RCP 18" CLASS IV15" RCPSDESDE SDESDE15" RCP30" RCP 15" RCP 15" RCP 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL SEE SHEET C-7.3 FOR CONTINUATION SEE SHEET C-7.4 FOR CONTINUATION PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. PROP. 2" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 PROP. SSMH-11 TO PROP. SSMH-24 1"=4' FJM ATB ATB C-7.7 10/18/2019 2:53 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-UTILITY P&P.DWG PROP. 3/4" WATER & IRRIGATION METER (TYP) PROP. 4" SEWER LATERAL (TYP) PROP. GROUND = ±640.05 6" WATER BOT = ±636.55 8" SEWER TOP = ±631.67 PROP. GROUND = ±639.88 6" WATER BOT = ±636.38 18" RCP TOP = ±635.29 PROP. 8" SANITARY SEWER 1" = 40' HORIZONTAL 1" = 4' VERTICAL 6"X6" TEE 6" G.V. 6" G.V. 6"X6" TEE 6" G.V.PROP. FIRE HYDRANT ASSEMBLY 2" GATE VALVE AND 2" BLOW-OFF EACH IN VALVE BOXES (SEE UCPW STD DETAIL #2) 6"X2" REDUCER (SEE UCPW STD DETAIL #7) AND 2" GATE VALVE PROP. STORM DRAINAGE EASEMENT (TYP) PROP. 7' SIDEWALK/UTILITY EASEMENT (TYP)PROP. SETBACK (TYP) PROP. STORM (TYP) EXISTING GRADE @ SANITARY SEWER CENTERLINE PROPOSED GRADE @ SANITARY SEWER CENTERLINE NOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 3.ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. 4.SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES AND DETAILS DUCTILE IRON PIPE (± 20 LF) PROFILE LEGEND SDR 35 PVC EXISTING GRADE SDR 26 PVC PROPOSED GRADE DUCTILE IRON WEDDINGTONPOINTE DRIVE50' PUBLIC R/WMARKFIELD LANE 40' PUBLIC R/W FOXCROFTDRIVE40' PUBLIC R/WPROP. DIP LATERAL FOR LOT 56 PROP. DIP LATERAL FOR LOT 55 PROP. DIP LATERAL FOR LOT 54 PROP. DIP LATERAL FOR LOT 53 PROP. DIP LATERAL FOR LOT 52 PROP. DIP LATERAL FOR LOT 51 PROP. DIP LATERAL FOR LOT 50 40.00' R/W SEE SHEET C-7.8 FOR CONTINUATION 2" G.V. PROP. STREET TREE (TYP) PROP. LIGHT POLE (TYP) PROP. GROUND = ±636.61 6" WATER BOT = ±633.11 8" SEWER TOP = ±624.25 PROP. GROUND = ±636.19 6" WATER BOT = ±633.66 36" RCP TOP = ±631.69 MIN. FFE: 637.39 MIN. FFE: 637.80 MIN. FFE: 638.20 MIN. FFE: 638.61 MIN. FFE: 639.02 MIN. FFE: 639.43 MIN. FFE: 639.84 MIN. FFE: 640.25 MIN. FFE: 640.66 MIN. FFE: 641.06 MIN. FFE: 641.47 MIN. FFE: 641.47 MIN. FFE: 644.98 MIN. FFE: 642.40 MIN. FFE: 642.88 MIN. FFE: 643.36 MIN. FFE: 643.85 MIN. FFE: 644.43 SANITARY SEWER LATERALS FOR LOTS 19-20 SHALL BE DIP SANITARY SEWER LATERALS FOR LOTS 50-56 SHALL BE DIP NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 4.FOLLOWING COMPLETION OF UTILITY CONSTRUCTION WITHIN THE FLOODPLAIN, GROUND ELEVATIONS SHALL BE RETURNED TO THE PREDEVELOPMENT ELEVATIONS SO AS NOT TO REDUCE THE FLOOD STORAGE VOLUME OF THE FLOODPLAIN. 5.THERE SHALL BE NO PERMANENT OR TEMPORARY STORAGE OF MATERIAL OR EUIPMENT WITHIN THE FLOODPLAIN. BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE SCALE: 1" = 40' H & 1" = 4' V 610 615 620 625 630 635 640 610 615 620 625 630 635 640 0+00632.64625.790+50633.00625.921+00633.00626.441+50632.77626.692+00PROP. SSMH-16STA: 0+00.00 (2+56.71)RIM: 625.79INV. IN: 615.22 (PROP. SSMH-17)INV. IN: 615.22 (PROP. SSMH-25)INV. OUT: 615.02 (PROP. SSMH-3)186.85 LF OF 8 " S D R - 3 5 P V C S S @ 1 . 5 0 %PROP. SSMH-25STA: 1+86.85RIM: 627.16INV. OUT: 618.02 (PROP. SSMH-16)18" RCP PROP. STORM 18" RCP XING TOP: 621.97 BOP: 620.05 PROP. STORM 15" RCP XING TOP: 622.85 BOP: 621.22 3.76' 3.56'SUESUESUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUESUESUE170 5,479 sq.ft 155 5,160 sq.ft 157 5,160 sq.ft 156 5,160 sq.ft 158 5,160 sq.ft 159 5,160 sq.ft 160 5,432 sq.ft 163 8,900 sq.ft 167 7,024 sq.ft 161 5,217 sq.ft 165 9,780 sq.ft 162 5,726 sq.ft 166 9,732 sq.ft 164 12,349 sq.ft 169 5,168 sq.ft 168 5,639 sq.ft SUESUESUESUESUESUESUE161 162 163 164 165 166 167 168 169 155 156 157 158 159 160 170SSSSSSSSSS SSSSSSSSSSSSW W W W W WWWW2+003+000+00 1+00 1+87 SSSSSSSSSSWWWWWWWWPROP. SSMH-16 PROP. SSMH-25 15" RCP 24" RCP24" RCP 18" RCP SDE18" RCP 15" RCP SUESUESUESUESUESUESUESUE90 5,160 sq.ft 91 5,160 sq.ft 92 5,269 sq.ftSUESUESUESUESUESUESUESU E SUE SUE SUE SUE 95 5,160 sq.ft 96 5,160 sq.ft 97 5,161 sq.ft 98 5,193 sq.ft 99 6,273 sq.ft 89 5,161 sq.ft 95 96 97 98 99 89909192 SSSSSSSSSSSSSSSSSSSSSSSSSSSS17+0018+0019+000+00 1+00 1+75WWWW WWWW W W W W W PROP. SSMH-9 PROP. SSMH-26 18" RCP 15" RCP 15" RCPSDESDE615 620 625 630 635 640 645 650 615 620 625 630 635 640 645 650 0+00638.33633.860+50636.81632.941+00634.59632.191+50632.53631.442+00PROP. SSMH-9STA: 0+00.00 (18+02.81)RIM: 633.86INV. IN: 620.16 (PROP. SSMH-10)INV. IN: 620.16 (PROP. SSMH-26)INV. OUT: 619.96 (PROP. SSMH-8)175.34 LF OF 8" SD R - 2 6 P V C S S @ 0 . 9 7 %PROP. SSMH-26STA: 1+75.34RIM: 631.06INV. OUT: 621.85 (PROP. SSMH-9)18" RCP SUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUE 20 6,360 sq.ft 22 6,360 sq.ft 21 6,360 sq.ft 19 6,360 sq.ft 24 8,609 sq.ft 25 8,448 sq.ft 18 6,360 sq.ft 23 6,812 sq.ft 26 8,175 sq.ft 27 7,822 sq.ft SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUE18 19 20 21 22 23 24 25 26 27 SS SS SSSSSSSSSSWWWWWWWW36+0036+55SSSSSSSSSSSSSSSS7+008+000+00 1+00 2+00 2+19 WWWPROP. SSMH-23 PROP. SSMH-27 15" CLASS IV18" CLASS IV 24" RCP 24" RCP SDE625 630 635 640 645 650 655 625 630 635 640 645 650 655 0+00635.52640.220+50636.10639.771+00636.46639.321+50636.86639.232+00637.02639.69PROP. SSMH-23STA: 8+04.58RIM: 640.22INV. IN: 630.85 (PROP. SSMH-24)INV. IN: 630.85 (PROP. SSMH-27)INV. OUT: 630.65 (PROP. SSMH-22)PROP. SSMH-27STA: 2+18.95RIM: 639.86INV. OUT: 632.38 (PROP. SSMH-23)218.95 LF OF 8" SDR-35 P V C S S @ 0 . 7 0 %PROP. SSMH-23STA: 0+00.00 (8+04.58)RIM: 640.22INV. IN: 630.85 (PROP. SSMH-24)INV. IN: 630.85 (PROP. SSMH-27)INV. OUT: 630.65 (PROP. SSMH-22)PROP. SSMH-27STA: 2+18.95RIM: 639.86INV. OUT: 632.38 (PROP. SSMH-23)18" CLASS IV PROP. STORM 15" CLASS IV XING TOP: 635.81 BOP: 634.18 1.74' 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL SEE SHEET C-7.5 FOR CONTINUATION SEE SHEET C-7.5 FOR CONTINUATION PROP. 2" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 SSMH-16 TO SSMH-25, SSMH-9 TO SSMH-26, SSMH-23 TO SSMH-27 1"=4' FJM ATB ATB C-7.8 10/18/2019 2:53 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-UTILITY P&P.DWG PROP. 3/4" WATER & IRRIGATION METER (TYP) PROP. 3/4" WATER & IRRIGATION METER (TYP) PROP. 3/4" WATER & IRRIGATION METER (TYP) PROP. 4" SEWER LATERAL (TYP) PROP. 4" SEWER LATERAL (TYP) PROP. 4" SEWER LATERAL (TYP) PROP. 8" SANITARY SEWER 1" = 40' HORIZONTAL 1" = 4' VERTICAL 6"X6" TEE 6" G.V. 6" G.V. 6"X6" TEE 6" G.V. 6"X6" TEE PROP. FIRE HYDRANT ASSEMBLY 78 LF RJ DIP 2" GATE VALVE AND 2" BLOW-OFF EACH IN VALVE BOXES (SEE UCPW STD DETAIL #2) 6"X2" REDUCER (SEE UCPW STD DETAIL #7) AND 2" GATE VALVE 6"X2" REDUCER (SEE UCPW STD DETAIL #7) AND 2" GATE VALVE PROP. STORM DRAINAGE EASEMENT (TYP) PROP. STORM DRAINAGE EASEMENT (TYP) PROP. 7' SIDEWALK/UTILITY EASEMENT (TYP) PROP. SIDEWALK/UTILITY EASEMENT (TYP) PROP. 7' SIDEWALK/UTILITY EASEMENT (TYP) PROP. SETBACK (TYP) PROP. SETBACK (TYP) PROP. SETBACK (TYP) PROP. STORM (TYP) PROP. STORM (TYP) PROP. STORM (TYP) SEE SHEET C-7.3 FOR CONTINUATION SEE SHEET C-7.3 FOR CONTINUATION S E E S H E E T C - 7 . 7 F O R C O N T I N U A T I O N EXISTING GRADE @ SANITARY SEWER CENTERLINE EXISTING GRADE @ SANITARY SEWER CENTERLINE EXISTING GRADE @ SANITARY SEWER CENTERLINE PROPOSED GRADE @ SANITARY SEWER CENTERLINE PROPOSED GRADE @ SANITARY SEWER CENTERLINE PROPOSED GRADE @ SANITARY SEWER CENTERLINE NOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 3.ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. 4.SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES AND DETAILS PROFILE LEGEND SDR 35 PVC EXISTING GRADE SDR 26 PVC PROPOSED GRADE DUCTILE IRON PROP. 8" SANITARY SEWER 1" = 40' HORIZONTAL 1" = 4' VERTICAL NOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 3.ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. 4.SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES AND DETAILS PROFILE LEGEND SDR 35 PVC EXISTING GRADE SDR 26 PVC PROPOSED GRADE DUCTILE IRON PROP. 8" SANITARY SEWER 1" = 40' HORIZONTAL 1" = 4' VERTICAL NOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 3.ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. 4.SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES AND DETAILS PROFILE LEGEND SDR 35 PVC EXISTING GRADE SDR 26 PVC PROPOSED GRADE DUCTILE IRON EASTCOTTAVENUE40' PUBLIC R/WMAYLEN TRACE 40' PUBLIC R/W WEDDINGTONPOINTE DRIVE50' PUBLIC R/WEASTCOTT AVENUE 40' PUBLIC R/W FOXCROFT DRIVE 40' PUBLIC R/W PROP. 6" WATERMAIN PROP. DIP LATERAL FOR LOT 19 PROP. DIP LATERAL FOR LOT 20 PROP. DIP LATERAL FOR LOT 21 PROP. 7' SIDEWALK/UTILITY EASEMENT (TYP) 54 LF RJ DIP SEE SHEET C-7.4 FOR CONTINUATION53 LF RJ DIP PROP. FIRE HYDRANT ASSEMBLYSEE SHEET C-7.5 FOR CONTINUATIONBENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE PROP. STREET TREE (TYP)PROP. STREET TREE (TYP)PROP. STREET TREE (TYP) PROP. LIGHT POLE (TYP) PROP. LIGHT POLE (TYP) PROP. LIGHT POLE (TYP) PROP. GROUND = ±626.07 6" WATER BOT = ±622.57 8" SEWER TOP = ±616.08 PROP. GROUND = ±633.61 6" WATER BOT = ±630.11 8" SEWER TOP = ±620.53 PROP. GROUND = ±640.05 6" WATER BOT = ±636.55 8" SEWER TOP = ±631.67 PROP. GROUND = ±639.88 6" WATER BOT = ±636.38 18" RCP TOP = ±635.29 MIN. FFE: 642.40 MIN. FFE: 641.93 MIN. FFE: 641.46 MIN. FFE: 633.57 MIN. FFE: 641.70 MIN. FFE: 641.70 COMMON OPEN SPACE SANITARY SEWER LATERALS FOR LOTS 19-21 SHALL BE DIP DUCTILE IRON PIPE (± 20 LF) NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 4.FOLLOWING COMPLETION OF UTILITY CONSTRUCTION WITHIN THE FLOODPLAIN, GROUND ELEVATIONS SHALL BE RETURNED TO THE PREDEVELOPMENT ELEVATIONS SO AS NOT TO REDUCE THE FLOOD STORAGE VOLUME OF THE FLOODPLAIN. 5.THERE SHALL BE NO PERMANENT OR TEMPORARY STORAGE OF MATERIAL OR EUIPMENT WITHIN THE FLOODPLAIN. SCALE: 1" = 40' H & 1" = 4' V 600 605 610 615 620 625 630 635 640 645 650 -1+00 -0+50611.310+00612.220+50611.971+00611.451+50610.122+00612.002+50618.05619.863+00622.71628.433+50627.07629.274+00628.64628.524+50630.25627.705+00631.98628.255+50633.24629.086+00634.22629.806+50635.88630.427+00636.60631.177+50636.71631.868+00636.38632.558+50636.23633.369+00635.50634.049+50635.87634.78PROP. SSMH-28 (SEALED MANHOLE)(WATER TIGHT FRAME & COVER MECH. LOCKING LID)STA: 0+15.24RIM: 613.66INV. IN: 605.78 (PROP. SSMH-29)INV. IN: 605.44 (EX. SSMH-4)INV. OUT: 605.44 ()PROP. SSMH-29 (SEALED MANHOLE)(WATER TIGHT FRAME & COVER MECH. LOCKING LID)STA: 0+98.37RIM: 613.66INV. IN: 606.39 (PROP. SSMH-30)INV. OUT: 606.19 (PROP. SSMH-28)83.13 LF OF 8" SDR-35 PVC SS @ 0.50% 57.35 LF OF 8" SDR-26 PVC SS @ 5.00%PROP. SSMH-31STA: 2+83.63RIM: 626.47INV. IN: 616.52 (PROP. SSMH-32)INV. OUT: 613.12 (PROP. SSMH-30)266.12 LF OF 8" S D R - 2 6 P V C S S @ 1 . 0 0 %PROP. SSMH-32STA: 5+49.75RIM: 629.08INV. IN: 619.38 (PROP. SSMH-33)INV. OUT: 619.18 (PROP. SSMH-31)66.23 LF OF 8" SDR-26 PVC SS @ 0.90%PROP. SSMH-33STA: 6+15.98RIM: 629.99INV. IN: 620.18 (PROP. SSMH-34)INV. OUT: 619.98 (PROP. SSMH-32)111.29 LF OF 8" SDR-26 PVC SS @ 0.90%PROP. SSMH-34STA: 7+27.27RIM: 631.63INV. IN: 621.38 (PROP. SSMH-35)INV. OUT: 621.18 (PROP. SSMH-33)235.40 LF OF 8" SD R - 2 6 P V C S S @ 0 . 9 5 %PROP. SSMH-35STA: 9+62.67RIM: 634.99INV. IN: 623.82 (PROP. SSMH-36)INV. OUT: 623.62 (PROP. SSMH-34)PROP. SSMH-30STA: 2+26.29RIM: 617.29INV. IN: 610.25 (PROP. SSMH-31)INV. OUT: 607.07 (PROP. SSMH-29)127.92 LF OF 8" SDR-35 PVC SS @ 0.53% 18" RCP 30" RCP 30" RCP 30" RCP 30" RCP PROP. STORM 15" RCP XING TOP: 625.99 BOP: 624.37 3.33'SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUESU E SUE SUE SUE SUE SUE SUESUE SUE SUE SUE SUE 7,166 sq.ft 185 7,355 sq.ft 186 7,418 sq.ft 187 7,336 sq.ft 188 7,186 sq.ft 194 8,753 sq.ft 195 9,209 sq.ft 196 11,721 sq.ft 197 10,514 sq.ft 198 11,106 sq.ft 189 7,155 sq.ft190 8,023 sq.ft 191 7,203 sq.ft 192 7,428 sq.ft 193 7,798 sq.ft 201 7,151 sq.ft 200 7,616 sq.ft 199 8,587 sq.ft 185 186 187 188 194 195 196 197 198 189 190191 192 193 201 200 199 R/WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S 0+001+00 -0+740+001+00 2+00 3+ 0 0 4+ 0 0 5+ 0 0 6+00 7+00 8+00 9+00 SSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWW WSSSSSSSS SSSSSS SS SS PROP. SSMH-28 PROP. SSMH-29 PROP. SSMH-30 PROP. SSMH-31 PROP. SSMH-32 PROP. SSMH-33 PROP. SSMH-34 PROP. SSMH-35 18" R C P 36" RCP30" RC P 30" RCP 15" RCP 30" RCP SDESDESDESDESDESDE SDE SDE SDE SDE S D E S D E SD E SDE SDE SDESDESDESDESDESDE30" RCP 600 605 610 615 620 625 630 635 640 645 650 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL SEE SHEET C-7.10 FOR CONTINUATIONPROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 PROP. SSMH-28 TO PROP. SSMH-37 (STA. 0+00 - STA. 9+63) 1"=4' FJM ATB ATB C-7.9 10/18/2019 2:54 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-UTILITY P&P.DWG PROP. 3/4" WATER & IRRIGATION METER (TYP) PROP. 4" SEWER LATERAL (TYP) PROP. GROUND = ±627.98 2" WATER BOT = ±624.48 8" SEWER TOP = ±618.72 PROP. GROUND = ±629.33 2" WATER BOT = ±625.83 36" RCP TOP = ±620.51 PROP. 8" SANITARY SEWER 1" = 40' HORIZONTAL 1" = 4' VERTICAL PROP. FIRE HYDRANT ASSEMBLY 2" GATE VALVE AND 2" BLOW-OFF EACH IN VALVE BOXES (SEE UCPW STD DETAIL #2) 6"X2" REDUCER & 2" GV (SEE UCPW STD DETAIL #7) PROP. STORM DRAINAGE EASEMENT (TYP) PROP. 20' SEWER EASEMENT (TYP) PROP. 7' SIDEWALK/UTILITY EASEMENT (TYP) PROP. SETBACK (TYP) PROP. STORM (TYP)MATCHLINE STA 9+62.67SEE SHEET C-7.10 FOR CONTINUATIONEXISTING GRADE @ SANITARY SEWER CENTERLINE PROPOSED GRADE @ SANITARY SEWER CENTERLINE NOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 3.ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. 4.SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES AND DETAILS DUCTILE IRON PIPE (± 20 LF) PROFILE LEGEND SDR 35 PVC EXISTING GRADE SDR 26 PVC PROPOSED GRADE DUCTILE IRON YEAR D E N L A N E 40' P U B LI C R/ W PROP. 2" WATERMAIN PROP. DIP LATERAL FOR LOT 192 PROP. DIP LATERAL FOR LOT 190 PROP. DIP LATERAL FOR LOT 189 PROP. DIP LATERAL FOR LOT 188 PROP. DIP LATERAL FOR LOT 187 PROP. DIP LATERAL FOR LOT 186 PROP. DIP LATERAL FOR LOT 185 PROP. DIP LATERAL FOR LOT 193 40.00' R/W DUCTILE IRON PIPE (± 28 LF) DUCTILE IRON PIPE (± 20 LF) PROP. CLUSTER MAILBOXES PROP. STREET TREE (TYP) PROP. LIGHT POLE (TYP) REGULATORY FLOOD ELEVATION (BFE + 2 FT) MIN. FFE: 631.50 MIN. FFE: 632.05 MIN. FFE: 632.56 MIN. FFE: 633.24 MIN. FFE: 633.98 MIN. FFE: 634.71 MIN. FFE: 635.50 MIN. FFE: 636.29 MIN. FFE: 637.06 STREAM BUFFER (TYP) FLOOD HAZARD AREA - ZONE AE PERENNIAL STREAM (TYP) PROP. 2" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. SANITARY SEWER LATERALS FOR LOTS 185 - 193 SHALL BE DIP EX. 12" SANITARY SEWER MATCH CROWNS EX. DITCH CENTERLINE 100 YEAR FLOOD PLAIN PROP. DIP LATERAL FOR LOT 191 44°' NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 4.FOLLOWING COMPLETION OF UTILITY CONSTRUCTION WITHIN THE FLOODPLAIN, GROUND ELEVATIONS SHALL BE RETURNED TO THE PREDEVELOPMENT ELEVATIONS SO AS NOT TO REDUCE THE FLOOD STORAGE VOLUME OF THE FLOODPLAIN. 5.THERE SHALL BE NO PERMANENT OR TEMPORARY STORAGE OF MATERIAL OR EUIPMENT WITHIN THE FLOODPLAIN. BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE 615 620 625 630 635 640 645 650 PROP. SSMH-35STA: 9+62.67RIM: 634.99INV. IN: 623.82 (PROP. SSMH-36)INV. OUT: 623.62 (PROP. SSMH-34)PROP. SSMH-37STA: 17+43.05RIM: 639.82INV. OUT: 630.47 (PROP. SSMH-36)388.58 LF OF 8" SDR-26 PVC SS @ 0.65%PROP. SSMH-36STA: 13+51.25RIM: 633.33INV. IN: 626.55 (PROP. SSMH-37)INV. OUT: 626.35 (PROP. SSMH-35)391.80 LF OF 8" S D R - 3 5 P V C S S @ 1 . 0 0 % 30" RCP 30" RCP 30" CLASS IV 24" RCP 24" RCP 30" RCP 15" RCP 15" RCP 15" RCP PROP. STORM 18" RCP XING TOP: 634.71 BOP: 632.80 PROP. STORM 36" CLASS IV XING TOP: 631.28 BOP: 627.62 PROP. STORM 15" RCP XING TOP: 631.36 BOP: 629.73 PROP. STORM 15" RCP XING TOP: 630.02 BOP: 628.39 1.41' 2.35' 2.96'1.71' 1.03'15" RCP PROP. STORM 24" CLASS IV XING TOP: 630.13 BOP: 627.63 SUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE181 8,530 sq.ft 182 7,155 sq.ft 183 7,155 sq.ft 184 7,166 sq.ft 202 7,155 sq.ft 203 7,155 sq.ft 204 7,155 sq.ft 205 7,155 sq.ft 206 7,155 sq.ft 207 7,155 sq.ft 208 7,155 sq.ft 209 7,155 sq.ft 210 7,155 sq.ft 211 7,300 sq.ft 212 7,867 sq.ft 213 13,236 sq.ft 214 13,121 sq.ft 215 12,371 sq.ft 216 11,611 sq.ft 217 7,867 sq.ft 218 7,300 sq.ft 219 7,155 sq.ft 220 7,155 sq.ft 221 7,155 sq.ft 222 7,155 sq.ft 223 7,155 sq.ft 224 8,100 sq.ft 225 9,654 sq.ft 181182183184 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218219220221222223224225 R/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W STSTOEOEOE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T W W W W W W W W W W W W W W W W W W W W W W W W W UGP UGPSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWW W10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+43 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWPROP. SSMH-35 PROP. SSMH-36 PROP. SSMH-37 3 6 " C L A S S I V 30" RCP 30" RCP 15" RCP 15" RCP 15" CLASS IV 30" RCP30" CLASS IV 24" CLASS IV 24" RCP 18" RCP SD E SD E SD ESDESDESDESDESDESDESDESDESDE SDE24" RCP 15" RCP 15" RCP 30 " R C P 15" RCP 15" RCP 15" CLASS IV 15" RCP 615 620 625 630 635 640 645 650 9+50635.87634.7810+00636.02635.1810+50636.15634.8111+00635.22634.3111+50634.02633.8112+00632.19633.3212+50630.02632.8213+00630.47632.6713+50631.64633.3114+00633.58634.1414+50635.14634.9715+00636.73635.8015+50638.47636.6316+00640.23637.4616+50641.40638.2917+00642.47639.1217+50 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALSEE SHEET C-7.9 FOR CONTINUATIONPROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 PROP. SSMH-28 TO PROP. SSMH-37 (STA. 9+63 - STA. 17+43) 1"=4' FJM ATB ATB C-7.10 10/18/2019 2:54 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-UTILITY P&P.DWG PROP. 4" SEWER LATERAL (TYP) PROP. GROUND = ±633.88 6" WATER BOT = ±630.38 18" RCP TOP = ±625.78 PROP. GROUND = ±633.79 6" WATER BOT = ±630.29 18" RCP TOP = ±625.98 PROP. GROUND = ±633.26 36" RCP BOT = ±627.76 6" WATER TOP = ±626.76 PROP. 8" SANITARY SEWER 1" = 40' HORIZONTAL 1" = 4' VERTICAL 6" G.V. 6"X6" TEE 6" G.V. PROP. FIRE HYDRANT ASSEMBLY 54 LF RJ DIP2" GATE VALVE AND 2" BLOW-OFF EACH IN VALVE BOXES (SEE UCPW STD DETAIL #2) 6"X2" REDUCER AND 2" GV (SEE UCPW STD DETAIL #7) PROP. STORM DRAINAGE EASEMENT (TYP) PROP. 7' SIDEWALK/UTILITY EASEMENT (TYP)PROP. SETBACK (TYP) PROP. STORM (TYP)MATCHLINE STA 9+58.94SEE SHEET C-7.9FOR CONTINUATIONEXISTING GRADE @ SANITARY SEWER CENTERLINE PROPOSED GRADE @ SANITARY SEWER CENTERLINE NOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 3.ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. 4.SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES AND DETAILS DUCTILE IRON PIPE (± 20 LF) DUCTILE IRON PIPE (± 129 LF) PROPOSED 16"X6" TAPPING SLEEVE AND VALVE (MUELLER H-615 OR EQUAL TAPPING SLEEVE, VALVE, MATERIALS & INSTALLATION BY DEVELOPER) 6" G.V. PROFILE LEGEND SDR 35 PVC EXISTING GRADE SDR 26 PVC PROPOSED GRADE DUCTILE IRON YEARDEN LANE 40' PUBLIC R/W GLENFORDDRIVE50' PUBLIC R/WPROP. DIP LATERAL FOR LOT 184 PROP. DIP LATERAL FOR LOT 183 PROP. DIP LATERAL FOR LOT 182 PROP. DIP LATERAL FOR LOT 181 PROP. DIP LATERAL FOR LOT 225 PROP. DIP LATERAL FOR LOT 224 PROP. DIP LATERAL FOR LOT 223 PROP. DIP LATERAL FOR LOT 222 PROP. DIP LATERAL FOR LOT 221 PROP. DIP LATERAL FOR LOT 220 PROP. DIP LATERAL FOR LOT 219 PROP. DIP LATERAL FOR LOT 218 PROP. DIP LATERAL FOR LOT 212 PROP. DIP LATERAL FOR LOT 217 40.00' R/W PROP. 2" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. 84 LF RJ DIP 24 LF DIP PROP. DIP LATERAL FOR LOT 216 WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC R/W EX. R/W TO BE ABANDONED (TYP) PROP. R/W 50.00' R/W PROP. STREET TREE (TYP) PROP. LIGHT POLE (TYP) PROP. SUBDIVISION SIGNAGE (TYP) MIN. FFE: 637.46 MIN. FFE: 637.46 MIN. FFE: 637.04 MIN. FFE: 636.51 MIN. FFE: 636.05 MIN. FFE: 635.66 MIN. FFE: 636.54 MIN. FFE: 637.42 MIN. FFE: 638.30 MIN. FFE: 639.18 MIN. FFE: 640.05 MIN. FFE: 641.07 MIN. FFE: 641.97 MIN. FFE: 642.39 MIN. FFE: 641.97 PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE.SANITARY SEWER LATERALS FOR LOTS 181-184, LOTS 216-225, AND LOT 212 SHALL BE DIP PROP. 3/4" WATER & IRRIGATION METER (TYP) PROP. GROUND = ±637.74 15" RCP BOT = ±634.48 6" WATER TOP = ±633.48 NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 4.FOLLOWING COMPLETION OF UTILITY CONSTRUCTION WITHIN THE FLOODPLAIN, GROUND ELEVATIONS SHALL BE RETURNED TO THE PREDEVELOPMENT ELEVATIONS SO AS NOT TO REDUCE THE FLOOD STORAGE VOLUME OF THE FLOODPLAIN. 5.THERE SHALL BE NO PERMANENT OR TEMPORARY STORAGE OF MATERIAL OR EUIPMENT WITHIN THE FLOODPLAIN. BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE 620 625 630 635 640 645 620 625 630 635 640 645 0+00635.94635.170+50635.03635.921+00634.65635.341+50634.232+00634.492+50635.003+00635.003+50PROP. SSMH-12STA: 27+94.96RIM: 635.17INV. IN: 625.50 (PROP. SSMH-13)INV. IN: 625.50 (PROP. SSMH-38)INV. OUT: 625.30 (PROP. SSMH-11)PROP. SSMH-38STA: 2+68.26RIM: 636.00INV. IN: 628.38 (PROP. SSMH-39)INV. OUT: 628.18 (PROP. SSMH-12)PROP. SSMH-39STA: 3+03.73RIM: 636.00INV. OUT: 628.73 (PROP. SSMH-38)268.26 LF OF 8" SD R - 3 5 P V C S S @ 1 . 0 0 % 35.47 LF OF 8" SDR-35 PVC SS @ 1.00%SUESUESUESUESUESUESUESUER/WSSSSSSSSSSWWW28+000+00 1+00 2+00 3+003+04SSSSSSSSSSSSSSSSSSSSSDESDEPROP. SSMH-39 PROP. SSMH-38 PROP. SSMH-1215" RCPSUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUE86 6,360 sq.ft 87 6,360 sq.ft 88 6,360 sq.ft93 5,160 sq.ft 94 5,160 sq.ft 868788 9394 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS19+00 20+00 21+00 22+00 23+00 0+00SSW W W W W0 + 0 0 1+00 1+62PROP. SSMH-10 18" RCP 48" RCP SDESDE SDESDESDESDE36" RCP PROFILE - WATER PROFILE SCALE: 1" = 40' H & 1" = 4' V 625 630 635 640 625 630 635 640 0+00632.72632.720+50631.78631.781+00630.04630.041+50632.27632.272+00 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL SEE SHEET C-7.4 FOR CONTINUATION SEE SHEET C-7.4 FOR CONTINUATIONWETLAND LIMITSWEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 PROP. SSMH-12 TO PROP. SSMH-39, WATERMAIN PROFILE 1"=4' FJM ATB ATB C-7.11 10/18/2019 2:54 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-UTILITY P&P.DWG PROFILE LEGEND SCH 35 PVC EXISTING GRADE DUCTILE IRON PROPOSED GRADE PROP. 8" SANITARY SEWER 1" = 40' HORIZONTAL 1" = 4' VERTICAL PROP. 7' SIDEWALK/UTILITY EASEMENT (TYP) EXISTING GRADE @ SANITARY SEWER CENTERLINE PROPOSED GRADE @ SANITARY SEWER CENTERLINE NOTES: 1.SEE SHEET C-0.2 FOR ADDITIONAL NOTES. 2.SEE CHAPTER 6 FOR STORM DRAINAGE INFORMATION. 3.ALL SANITARY SEWER SHALL NOT EXCEED A 14' MAX DEPTH. 4.SEE SHEETS C-7.12 - C-7.14 FOR SANITARY SEWER AND WATER NOTES AND DETAILS WALKERS RUNDRIVEVARIABLE WIDTHPUBLIC R/WPROP. 6" WATERMAIN PROP. STREET TREE (TYP) PROP. LIGHT POLE (TYP) PROP. GROUND = ±635.14 6" WATER BOT = ±631.64 8" SEWER TOP = ±626.44 PROP. 6" WATERMAIN 6.5' BOC 3' MIN. COVER CONTRACTOR TO MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINE AND SEWER LINE. 6" G.V. 6"X6" TEE 6" G.V. 54.00'54.00' PROP. 15' WATER LINE EASEMENT 270 LF RJ DIP PROP. WATERMAIN TO BE JACK-AND-BORE TO AVOID WETLAND IMPACTS EXISTING GRADE @ WATERMAIN CENTERLINE PROPOSED GRADE @ WATERMAIN CENTERLINE PROP. 6" R. J. DIP WATERMAIN PROFILE LEGEND EXISTING GRADE PROPOSED GRADE PROP. 6" WATERMAIN 1" = 40' HORIZONTAL 1" = 4' VERTICAL WETLAND LIMITSPROP. 12" ENCASEMENT PIPE PROP. 12" ENCASEMENT PIPE PROP. 20' SANITARY SEWER EASEMENT NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 4.FOLLOWING COMPLETION OF UTILITY CONSTRUCTION WITHIN THE FLOODPLAIN, GROUND ELEVATIONS SHALL BE RETURNED TO THE PREDEVELOPMENT ELEVATIONS SO AS NOT TO REDUCE THE FLOOD STORAGE VOLUME OF THE FLOODPLAIN. 5.THERE SHALL BE NO PERMANENT OR TEMPORARY STORAGE OF MATERIAL OR EUIPMENT WITHIN THE FLOODPLAIN. BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE NOTES: 1.THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT THE CONSTRUCTION OR PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER THAN WILL RESULT IN THE INTERFERENCE OR IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS. 2.AFTER CONSTRUCTION, NO GRADING WILL BE ALLOWED INSIDE UCPW'S EASEMENT, UNLESS PRIOR APPROVAL IS GIVEN BY UCPW 3.HORIZONTAL AND VERTICAL CONTROL PROVIDED BY LDSI. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 4.FOLLOWING COMPLETION OF UTILITY CONSTRUCTION WITHIN THE FLOODPLAIN, GROUND ELEVATIONS SHALL BE RETURNED TO THE PREDEVELOPMENT ELEVATIONS SO AS NOT TO REDUCE THE FLOOD STORAGE VOLUME OF THE FLOODPLAIN. 5.THERE SHALL BE NO PERMANENT OR TEMPORARY STORAGE OF MATERIAL OR EUIPMENT WITHIN THE FLOODPLAIN. BENCHMARK / CONTROL POINT NORTHING: 459881.19 EASTING: 1507181.36 ELEVATION: 620.29 DESCRIPTION: TOP OF FIRE HYDRANT BOLT LOCATED WEST OF PHASE 1 WEDDINGTON ROAD SITE ENTRANCE SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658104.25.19LAND DEVELOPMENTSUBMITTALN RO THNARCAOLIFNRAKJ.HAMCM AN2 07.25.19LAND DEVELOPMENTSUBMITTAL310.18.19LAND DEVELOPMENTSUBMITTALWEDDINGTONPOINTECENTURY COMMUNITIESSOUTHEAST, LLC.UNION COUNTY, NC7400 CARMEL EXECUTIVE PARKDRIVE, SUITE 2051018330UTILITY DETAILSN/AFJMATBATBC-7.1210/18/2019 2:55 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-UTILITIES.DWG SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658104.25.19LAND DEVELOPMENTSUBMITTALN RO THNARCAOLIFNRAKJ.HAMCM AN2 07.25.19LAND DEVELOPMENTSUBMITTAL310.18.19LAND DEVELOPMENTSUBMITTALWEDDINGTONPOINTECENTURY COMMUNITIESSOUTHEAST, LLC.UNION COUNTY, NC7400 CARMEL EXECUTIVE PARKDRIVE, SUITE 2051018330UTILITY DETAILSN/AFJMATBATBC-7.1310/18/2019 2:55 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-UTILITIES.DWG SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658104.25.19LAND DEVELOPMENTSUBMITTALN RO THNARCAOLIFNRAKJ.HAMCM AN2 07.25.19LAND DEVELOPMENTSUBMITTAL310.18.19LAND DEVELOPMENTSUBMITTALNOTES:1.REFER TO UNION COUNTY WATER AND SEWERSPECIFICATIONS, UNION COUNTY WATER AND SEWEREXTENSION POLICY, AND U.C. WATER AND SEWER EXTENSIONORDINANCE.2.OFF-SITE SEWER RIGHT OF WAY TO BE MOWED ONCE BYDEVELOPER/CONTRACTOR BEFORE FINAL.3.THE CONTRACTOR SHALL SUBMIT A SET OF "AS-BUILT"DRAWINGS TO THE ENGINEER OF RECORD UPON COMPLETIONOF ALL UTILITY WORK. THE "AS-BUILT" DRAWINGS MUST BESIGNED AND SEALED BY A REGISTERED PROFESSIONAL LANDSURVEYOR.4.1 ROLL MIN. OF MASTIC & A 6 INCH EXTERNAL JOINT/STREAMWRAP INSTALLED ON EACH MANHOLE SECTION.5.WATER MAIN AND FORCE MAIN BENDS SHALL BE THRUSTBLOCK OR RESTRAINED JOINT PIPES PER UCPW STANDARDSAND SPECIFICATIONS.6.CONTRACTOR TO ADJUST WATER MAIN TO AVOID SEWER ANDLATERALS AS NEEDED.7.SANITARY SEWER DESIGN HAS BEEN VERIFIED BY FIELD-RUNGROUND SURVEY.8.FIRE HYDRANT PLACEMENT (FIRE HYDRANTS SHALL BEPLACED A MINIMUM DISTANCE OF 6' FEET BACK OF CURB ANDGUTTER SECTIONS AND BACK OF DITCH IN ROADWAYSECTIONS) AND HAVE A CLEAR SPACE OF 3' FROM ANYPERMANENT STRUCTURES.9.METERS WILL NOT BE SET IF WATER METER BOXES, SEWERCLEAN-OUTS, VALVE BOXES OR THEIR APPURTENANCES AREDAMAGED OR IMPROPERLY POSITIONED.10.WATER MAIN MUST HAVE MINIMUM 36" COVER.DE-WATERING NOTE:THE CONTRACTOR SHALL AT ALL TIMES PROVIDE ANDMAINTAINS AMPLE MEANS AND EQUIPMENT WITH WHICHTO REMOVE AND PROPERLY DISPOSE OF ANY AND ALLWATER ENTERING THE EXCAVATIONS OR OTHER PARTSOF THE WORK AND KEEP ALL EXACTIONS DRY UNTIL SUCHTIME AS PIPE LAYING AND GRADING IS COMPLETED ANDSTRUCTURES TO BE BUILT THEREIN ARE COMPLETED.NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPEIN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWEDTO RISE OVER MASONRY UNTIL THE CONCRETE ORMORTAR HAS SET (MINIMUM 24 HOURS). ALL WATERPUMPED OR DRAINED FROM THE WORK SHALL BEDISPOSED OF IN SUCH A MANNER AS TO PREVENTSILTATION AND EROSION TO ADJACENT PROPERTY OROTHER CONSTRUCTION.VERIFICATION HAS BEEN MADE BY LANDDESIGN THAT EACH LOT ISCAPABLE OF HAVING GRAVITY SEWER SERVICE TO THECENTERLINE OF THE LOT AT THE FRONT SETBACK.TYPICAL UTILITY ROAD SECTIONSN.T.S.RESIDENTIAL LOCAL ROAD40' RIGHT OF WAYLC(CL TO EOP)(CL TO EOP)11'-0"11'-0"22'-0" EOP TO EOP26'-0" BOC TO BOC2'-0"COLLECTOR50' RIGHT OF WAYLC(CL TO EOP)(CL TO EOP)16'-0"16'-0"32'-0" EOP TO EOP36'-0" BOC TO BOC2'-0"SUESUE4'PLANTINGSTRIP2'-0"2'-0"7.0'7.0'SUE8" SANITARYSEWER LINE(SEE UTILITYPLANS FORDEPTH)PROP. WATERMETERSANITARY SEWERCLEANOUTPROP. WATERMETERSANITARY SEWERCLEANOUTPROP WATER MAIN6.5' BOC3' MIN COVER8" SANITARYSEWER LINE(SEE UTILITYPLANS FORDEPTH)PROP. WATERMETERSANITARY SEWERCLEANOUTPROP. WATERMETERSANITARY SEWERCLEANOUTPROP WATER MAIN6.5' BOC3' MIN COVER±6.5'±10'5' SIDEWALK5' SIDEWALKSUE±10'±10.0'±6.5'(TYP)7.0'7.0'4'PLANTINGSTRIP5' SIDEWALKWEDDINGTONPOINTECENTURY COMMUNITIESSOUTHEAST, LLC.UNION COUNTY, NC7400 CARMEL EXECUTIVE PARKDRIVE, SUITE 2051018330UTILITY DETAILSN/AFJMATBATBC-7.1410/18/2019 2:55 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-UTILITIES.DWG 302 . SIG R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R /W R /W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 5' SI D E W A L K & U T I L I T Y E A S E M E N T R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/W5' SI D E W A L K & U T I L I T Y E A S E M E N T FLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. FLOOD HAZARD AREA - ZONE AE (SHADED AREA) REF: F.E.M.A. FLOOD INSURANCE RATE MAP NO.3710540500J, 3710540600J, EFFECTIVE DATE OCTOBER 16, 2008. R/W R /W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WWWWW W WWWWWWWWWWWW W WWWWWWW WWWWWWWWWWWWWWW W WWWWWWWWWWWW W WWWWWWW WWWWWWWWWWWSDESDESDESDESDE SDESDE SDE SDESDE SDESDESDES D E SDE SD E SDESDESDESDESDESDESDES D E SDESDE SDE SDESDESDESDESD E SDESDESDESDESDESDE SSSSR/WR/WR/WR/WR/WR/WR/WR /WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W TREES CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.MIN. CAL.MIN. HT.REMARKS ACSA 91 Acer saccharum Sugar Maple B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER FAGR 74 Fagus grandifolia American Beech B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER LITU 179 Liriodendron tulipifera Tulip Tree B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER QUPH 23 Quercus phellos Willow Oak B&B 6"10-12`MATCH SPECIMEN, STRAIGHT LEADER GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS SEED 1,775,692 sf SEED SEED SEED PLANT SCHEDULE WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 OVERALL PLANTING PLAN N/A FJM ATB ATB C-8.0 10/18/2019 2:26 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-PLANTING.DWG 0 1"=200' 100'200'400' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTAL 2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL 180 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 27 26 25 24 50 51 52 53 54 55 56 57 58 59 60 61 41 42 43 44 45 46 47 48 49 28 29 30 31 32 33 34 35 36 37 38 39 40 62 63 64 65 66 67 68 69 70 71 72 75 74 73 76 77 78 79 80 81 82 83 84 85 86 87 88 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 143 142 141 140 139 138 137 136 135 134 133 132 131 130 129 128 127 126 159 158 157 156 155 154 153 152 151 150 149 148 147 146 145 144 92 91 90 89 179 178 177 176 175 174 173 172 171 170 169 168 167 166 165 164 163 162 161 160 125 124 123 122 121 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 212 213 214 215216 217 181 225 224 223 222 221 220 219 218 211 210 209 208 207 206 205 204 203 EXISTING POND MATC H LI N E - C-8.2 MATC H LI N E - C-8.3 PROPOSED B-2 ZONING DISTRICT 10.50 AC FUTURE DEVELOPMENT 1.14 AC FIRE DEPT FUTURE DEVELOPMENT EXISTING WETLAND WESLEY PARK PLAT CAB. H, FILE 597 VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 VILLAGES OF WESLEY CHAPEL, MAP 2 P.C. H, FILE 539 ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615 JOHNS FOREST LA N E BOBBY TYSON BK. 5056, PG. 620 TAX PIN: 06-003-014 NOW OR FORMERLY PAUL HOWIE, JR. BK. 289, PG. 068 TAX PIN: 06-003-013 NOW OR FORMERLY JERRY R. HELMS TAX PIN: 06-003-011 NOW OR FORMERLY LEROY ADAMS BK. 191, PG. 704 TAX PIN: 06-003-012 NOW OR FORMERLY HALDENBY HOLDINGS, LLC BK. 5126, PG. 651 TAX PIN: 06-003-015 NOW OR FORMERLY DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011E NOW OR FORMERLY PROPERTY BOUNDARY (TYP) STREAM BUFFER (TYP) PROP BMP PROP BMP PROP BMPMATCHLINE - C-8.1MATCHLINE - C-8.2MATC H LI N E - C-8.3 MATC H LI N E - C-8.4 VILLAGES OF WESLEY CHAPEL, HOMEOWNERS ASSOCIATION BK. 4519, PG. 061 TAX PIN: 09-402-553 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY EXIST. RIGHT OF WAY (TYP) EXIST. PROPERTY LINE (TYP). EXISTING RIGHT OF WAY (TYP) EXIST. PROPERTY LINE (TYP). WE D D I N G T O N R O A D N C H W Y 8 4 FU T U R E 1 0 0 ' P U B L I C R / W AIRPO R T R O A D S R # 1 3 4 9 60' PU B L I C R / W * QUANTITY OF STREET TREES CALCULATED ACCORDING TO 60.110-J OF THE UNION COUNTY LAND USE ORDINANCE. STREET TREES REQUIREMENTS WALKERS RUN DRIVE STREET TREES REQUIRED STREET TREES PROVIDED ±1,910 LF FRONTAGE @ 50' O.C. = 39 TREES 41 TREES PORTERS LANE STREET TREES REQUIRED STREET TREES PROVIDED ±272 LF FRONTAGE @ 50' O.C. = 6 TREES 6 TREES FOXCROFT DRIVE STREET TREES REQUIRED STREET TREES PROVIDED ±988 LF FRONTAGE @ 50' O.C. = 20 TREES 20 TREES MARKFIELD LANE STREET TREES REQUIRED STREET TREES PROVIDED ±1,453 LF FRONTAGE @ 50' O.C. = 30 TREES 30 TREES WEDDINGTON POINTE DRIVE STREET TREES REQUIRED STREET TREES PROVIDED ±5,169 LF FRONTAGE @ 50' O.C. = 104 TREES 104 TREES PENWOOD PLACE STREET TREES REQUIRED STREET TREES PROVIDED ±1,139 LF FRONTAGE @ 50' O.C. = 23 TREES 23 TREES EASTCOTT AVENUE STREET TREES REQUIRED STREET TREES PROVIDED ±2,160 LF FRONTAGE @ 50' O.C. = 44 TREES 44 TREES STREET TREES REQUIRED STREET TREES PROVIDED ±431 LF FRONTAGE @ 50' O.C. = 9 TREES 10 TREES MAYLEN TRACE EX. WETLAND HATCH LEGEND OPEN SPACE FLOOD HAZARD AREA- ZONE AEWALKERS RUN DRIVEPO R T E R S L A N E FO X C R O F T D R I V E MARKFIELD LANEWED D I N G T O N P O I N T E D R I V E PENWOOD PLACEWEDDINTON PO INTE DR IVEEASTCOTT AVENUE MAY L E N T R A C E WED DI N T O N P OI N T E D RI V E GLE NF O R D D RI V E Y E ARD EN L A N E Y E A R D E N L A N E STREET TREES REQUIRED STREET TREES PROVIDED ±354 LF FRONTAGE @ 50' O.C. = 8 TREES 8 TREES GLENFORD DRIVE STREET TREES REQUIRED STREET TREES PROVIDED ±2,710 LF FRONTAGE @ 50' O.C. = 55 TREES 58 TREES YEARDEN LANE NOTE: ANY DEVIATION FROM THE PLANTS, SHRUBS, OR TREES SELECTED WILL REQUIRE APPROVAL FROM UNION COUNTY PLANNING-URBAN FORESTY. N O E X I S T I N G T R E E SNO EXISTING TREESNO T R E E S E X I S T I N G NO T R E E S E XI S TI N G NO EXISTING TREES NO EXISTI N G T R E E S NO EXISTING TREES NO E X I S T ING TR E E S NO E XI S TI N G T R E E S UNION COUNTY DEVELOPMENT ORDINANCE 55.030-C REQUIREMENTS 1.THE REMOVAL OF TREES WITH A DBH OF 12 INCHES OR GREATER MUST BE MITIGATED BY PROVIDING ONE OR MORE REPLACEMENT TREES WITH A TOTAL COMBINED DBH EQUAL TO AT LEAST 125% OF THE TOTAL DBH OF TREES THAT ARE REMOVED. THE PERMIT-ISSUING AUTHORITY IS AUTHORIZED TO MODIFY OR WAIVE THIS TREE REPLACEMENT REQUIREMENT WHEN IT IS DETERMINED THAT INADEQUATE AREA EXISTS FOR HEALTHY GROWTH OF REPLACEMENT TREES OR WHEN THEY DETERMINE THAT THE REMOVED TREES ARE DISEASED, DYING OR OF AN INVASIVE OR UNDESIRABLE SPECIES. 2.PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON APPROVED PLANS AS BEING RETAINED TO MEET THE REQUIREMENTS OF THIS ARTICLE ARE PROTECTED DURING THE CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR INJURY. BEFORE ANY EXCAVATION TAKES PLACE ON THE SUBJECT SITE, A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICIENT TO PUT ON NOTICE ALL CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIPLINE OF SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR. REQUIRED TREE BARRIERS MUST BE SHOWN ON CONSTRUCTION PLANS. 55.100-E TREES 1.ORNAMENTAL AND UNDERSTORY TREE SPECIES PLANTED TO SATISFY THE TREE PLANTING REQUIREMENTS OF THIS ARTICLE MUST HAVE A2-INCH MINIMUM CALIPER SIZE AND A MINIMUM HEIGHT OF 6 FEET AT THE TIME OF PLANTING. 2.CONIFERS OR EVERGREEN TREE SPECIES PLANTED TO SATISFY THE TREE PLANTING REQUIREMENTS OF THIS ARTICLE MUST HAVE A MINIMUM HEIGHT OF 6 FEET AT THE TIME OF PLANTING. 3.CANOPY TREE SPECIES PLANTED TO SATISFY THE TREE PLANTING REQUIREMENTS OF THIS ARTICLE MUST HAVE A2.5-INCH MINIMUM CALIPER SIZE AND A MINIMUM HEIGHT OF 8 FEET AT THE TIME OF PLANTING. 55.100-F SHRUBS, ORNAMENTAL GRASSES AND PERENNIALS SHRUBS, ORNAMENTAL GRASSES AND PERENNIALS PLANTED TO MEET THE REQUIREMENTS OF THIS ARTICLE MUST BE OF SUFFICIENT SIZE AND NUMBER TO MEET THE REQUIRED COVERAGE AND HEIGHT STANDARDS WITHIN 2 YEARS OF PLANTING. 55.100-G GROUND COVER ALL REQUIRED LANDSCAPE AREAS THAT ARE NOT PLANTED WITH TREES AND SHRUBS MUST BE PLANTED IN GROUND COVER PLANTS, WHICH MAY INCLUDE GRASSES. MULCH (AS A GROUND COVER) MUST BE CONFINED TO AREAS UNDERNEATH TREES AND PLANTS AND IS NOT AN ALLOWED SUBSTITUTE FOR GROUND COVER PLANTS. 55.100-H ARTIFICIAL PLANTS ARTIFICIAL PLANTS TREES OR OTHER ARTIFICIAL VEGETATION MAY NOT BE USED TO MEET THE REQUIREMENTS OF THIS ARTICLE. 55.110-J STREET TREES 1.TREES SHALL BE PROVIDED AT THE EQUIVALENT OF NOT MORE THAN FIFTY (50) FEET APART ALONG ALL FRONTAGES OF ALL LOTS. IN CASE OF A CORNER LOT, ONE (1) TREE SHALL BE PROVIDED FOR THE FIRST ONE HUNDRED (100) FEET OF THE LONGEST FRONTAGE, THEN ONE (1) TREE PER FIFTY (50) FEET THEREAFTER. IN THE EVENT OF A FRACTION OF A TREE REQUIRED, THE HIGHER NUMBER SHALL BE USED. EXISTING TREES THAT ARE TO BE PRESERVED MAY BE USED TO SATISFY THE REQUIREMENTS OF THIS PROVISION (SEE SECTION 55.100 FOR MATERIALS, MAINTENANCE AND ALTERNATIVE COMPLIANCE). 2.TREES MUST BE SPACED LINEARLY OUTSIDE THE PUBLIC RIGHT-OF-WAY BUT NOT GREATER THAN FIFTEEN (15) FEET FROM THE EDGE OF THE RIGHT-OF-WAY. TREE PLANTING NOTES 1.MINIMUM TREE SIZE AT PLANTING IS 2-1/2-INCH CALIPER (FOR SINGLE STEM TREES). ALL MATURING MULTI-STEM TREES MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL. 2.UNLESS APPROVED BY URBAN FORESTRY STAFF, ALL REQUIRED TREES MUST HAVE SINGLE STEM TRUNKS WITH NO CO-DOMINANT TRUNKS OR BRANCHES. TREE TRUNKS SHALL BE STRAIGHT IN FORM AND FREE OF DAMAGE OR CRACKS. PRUNING CUTS SHALL BE CALLUSED OVER. BRANCH LENGTH SHALL BE TYPICAL FOR THE TREES AGE AND NOT BROKEN, DISEASED OR INJURED. ROOT FLARE SHALL BE LOCATED AT GRADE AND BE FREE FROM EXCESSIVE ADVENTITIOUS ROOT GROWTH. 3.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 13 OF THE BURLAP FROM ROOT BALL. 4.FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL, OR TILL AND AMEND THE TOP 24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS FOR TREES WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE. 5.LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL THE UNION COUNTY URBAN FORESTER, BILL SMITH AT (704) 283-3510 TO RESOLVE BEFORE PLANTING. 6.ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15' FROM ALL UNDERGROUND UTILITIES (GAS, WATER, PHONE, AND ELECTRICAL LINES). 7.ATTENTION LANDSCAPER: NOTIFY URBAN FORESTRY OF ANY SIGN, POWER LINE, OR OTHER CONFLICTS BEFORE PLANTING NEW TREES. 8.PLEASE CALL URBAN FORESTRY FOR AN INSPECTION OF TREE PROTECTION AND/OR TREE PLANTING AREAS, 1 WEEK BEFORE THE CERTIFICATE OF OCCUPANCY IS NEEDED. TREE PROTECTION NOTES 1.AN UNDISTURBED TREE ANALYSIS WILL BE CONDUCTED IN THE FIELD WITH UNION COUNTY URBAN FORESTRY PRIOR TO SITE CONSTRUCTION COMMENCEMENT. 2.ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE APPROVED BY THE CITY ARBORIST. 3.NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE SAVE AREAS. 4.TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION , GRADING OR CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. 5.BEFORE GRADING/CLEARING/CONSTRUCTION BEGINS, CALL THE UNION COUNTY URBAN FORESTER, BILL SMITH AT (704) 283-3510, FOR INSPECTION OF TREE BARRICADES. 6.NO GRUBBING WITHIN TREE SAVE AREAS. LEAVE SOIL AND LEAF LITTER UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. 7.EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKFILL ASAP TO MINIMIZE EXPOSURE TO AIR. 8.TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/CLEARING/GRADING/ CONSTRUCTION, AND NOT REMOVED UNTIL AFTER FINAL INSPECTION BY UNION COUNTY URBAN FORESTRY STAFF. 9.PLEASE SUBMIT UTILITY PLANS SO THAT THEY CAN BE REVIEWED FOR UTILITY CONFLICTS WITH EXISTING AND PROPOSED TREES: ELECTRICAL, TELEPHONE, GAS, SEWER, WATER, AND SITE LIGHTING. 10.TREE PROTECTION FENCE IS TO BE LOCATED 5 FEET BEYOND DRIP LINE OF TREE SAVE AREA. MULCHING NOTES 1.ALL PLANTED AREAS SHALL RECEIVE A 3" LAYER OF SHREDDED PINE BARK MULCH OVER A 10 MIL MAT EQUAL TO WEEDBLOCK BY EASY GARDENER OR DEWITT WEED BARRIER. SHREDDED PINE BARK MULCH SHALL BE USED UNLESS OTHERWISE SPECIFIED BY OWNER / OWNERS REP. 2.ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED PER SPECIFICATIONS. SEEDING AND STRAW NOTE: 1.LANDSCAPE CONTRACTOR TO VERIFY ALL LOCATIONS AND QUANTITIES WITH LANDSCAPE ARCHITECT. 2.ALL AREAS THAT WILL BE DISTURBED AND ARE NOT OTHERWISE CALLED OUT FOR PLANTING OR NATURAL AREAS, SHOULD BE SEEDED AND STRAWED PER SPEC. MANAGED USE ZONE REPLANTING ZONE REPLANTING AREAS 8 SF / 1000 = 0.008 X 8 TREES = 1 REQUIRED TREES 63 SF / 1000 = 0.063 X 8 TREES = 1 REQUIRED TREES 244 SF / 1000 = 0.244 X 8 TREES = 2 REQUIRED TREES 1643 SF / 1000 = 1.643 X 8 TREES = 14 REQUIRED TREES 510 SF / 1000 = 0.510 X 8 TREES = 5 REQUIRED TREES TOTAL: 2468 SF / 1000 = 2.468 X 8 TREES= 23 REQUIRED TREES 23 PROVIDED TREES R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W WWWWWWWWWWWWWW W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSDESDESDESDESDE SDE SDE SDE SDESDESDESDESDESDESDESDESDESDE SDESDESDESDESDESD E SDE SDESDESDE SDESDESDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESD E SDE SDESD E SDE SDES D E SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE4 6,360 sq.ft 11 6,360 sq.ft 12 6,360 sq.ft 14 6,952 sq.ft 15 6,363 sq.ft 20 6,360 sq.ft 22 6,360 sq.ft 21 6,360 sq.ft 28 6,360 sq.ft 9 6,611 sq.ft 13 6,360 sq.ft 38 7,486 sq.ft 41 6,360 sq.ft 43 6,360 sq.ft 19 6,360 sq.ft 45 6,360 sq.ft 24 8,609 sq.ft 25 8,448 sq.ft 47 6,360 sq.ft 49 6,360 sq.ft 50 7,532 sq.ft 54 6,360 sq.ft 57 6,360 sq.ft 34 6,360 sq.ft 32 6,360 sq.ft 31 6,360 sq.ft 55 6,360 sq.ft 35 6,360 sq.ft 36 6,360 sq.ft 42 6,360 sq.ft 64 8,009 sq.ft 62 7,533 sq.ft 63 7,812 sq.ft 44 6,360 sq.ft 46 6,360 sq.ft 48 6,360 sq.ft 53 6,360 sq.ft 90 5,160 sq.ft 56 6,360 sq.ft 59 6,360 sq.ft 2 6,360 sq.ft 3 6,360 sq.ft 58 6,360 sq.ft 60 6,360 sq.ft 1 6,360 sq.ft 8 6,360 sq.ft 6 6,360 sq.ft 5 6,360 sq.ft 66 8,297 sq.ft 7 6,360 sq.ft 10 6,591 sq.ft 67 6,360 sq.ft 65 8,206 sq.ft 68 6,360 sq.ft 16 6,360 sq.ft 17 6,360 sq.ft 69 6,360 sq.ft 70 6,360 sq.ft 18 6,360 sq.ft 23 6,812 sq.ft 26 8,175 sq.ft 27 7,822 sq.ft 29 6,360 sq.ft 30 6,360 sq.ft 37 7,220 sq.ft 39 7,667 sq.ft 33 6,360 sq.ft 40 7,742 sq.ft 91 5,160 sq.ft 92 5,269 sq.ft 51 6,360 sq.ft 52 6,360 sq.ft 61 6,360 sq.ft 71 6,360 sq.ft 74 7,525 sq.ft 72 6,360 sq.ft 75 6,403 sq.ft 73 6,792 sq.ft 76 6,360 sq.ft 179 5,160 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUE77 6,360 sq.ftSUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE 180 5,160 sq.ft SUESUESUESUESUESUESU E 79 6,360 sq.ft 80 6,360 sq.ft 81 6,360 sq.ft 82 6,360 sq.ft 83 6,360 sq.ft 84 6,360 sq.ft 85 6,360 sq.ft 86 6,360 sq.ft 87 6,360 sq.ft 88 6,360 sq.ft 93 5,160 sq.ft 94 5,160 sq.ft 95 5,160 sq.ft 96 5,160 sq.ft 97 5,161 sq.ft 98 5,193 sq.ft 99 6,273 sq.ft 89 5,161 sq.ft 143 4,951 sq.ft SUE SUE SUE SUESUESUESUESUESUESUESUE79 80 81 82 83 84 85 86 87 88 93 94 95 96 97 98 99 89 143 77 180 179 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 90 91 92 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 21 22 23 24252627 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 78 8,245 sq.ft 78 TREES CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.MIN. CAL.MIN. HT.REMARKS ACSA 91 Acer saccharum Sugar Maple B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER FAGR 74 Fagus grandifolia American Beech B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER LITU 179 Liriodendron tulipifera Tulip Tree B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER QUPH 23 Quercus phellos Willow Oak B&B 6"10-12`MATCH SPECIMEN, STRAIGHT LEADER GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS SEED 1,775,692 sf SEED SEED SEED PLANT SCHEDULE EXISTING TREE INDEX Point Description 1 4" SWEETGUM 2 16" OAK 3 6" SWEETGUM 4 20" OAK 5 21" OAK 6 19" OAK 7 4" CEDAR 8 5" HACKBERRY 9 22" OAK 10 4" HOLLY 11 5" HOLLY 12 4" HOLLY 13 16" OAK 14 6" HICKORY 15 15" OAK 16 4" OAK 17 4" OAK 18 10" PINE 19 8" OAK 20 12" HICKORY 21 15" SWEETGUM 22 13" OAK 23 4" OAK 24 4" PINE 25 9" SWEETGUM 26 20" OAK 27 18" PINE 28 8" HACKBERRY 29 17" SWEETGUM 30 16" HICKORY 31 8" CEDAR 32 6" BEECH 33 16" HICKORY 34 5" HICKORY 35 17" HICKORY 36 21" OAK 37 12" OAK 38 6" OAK 39 10" BEECH 40 6" HACKBERRY 41 6" HICKORY 42 26" OAK 43 18" OAK 44 6" BEECH 45 7" HICKORY 46 25" OAK 47 13" OAK 48 12" POPLAR 49 10" CEDAR 50 27" OAK 51 11" CEDAR 52 10" HICKORY 53 6" CHESTNUT 54 4" CHESTNUT 55 8" CHESTNUT 56 6" HICKORY 57 25" OAK 58 20" OAK 59 10" HICKORY 60 18" OAK 61 8" HICKORY 62 6" HICKORY 63 20" OAK 64 4" HICKORY 65 26" OAK 66 11" OAK 67 13" OAK 68 11" HICKORY 69 6" HICKORY 70 8" HICKORY 71 30" OAK 72 19" HICKORY 73 10" CEDAR 74 4" HICKORY 75 4" HICKORY 76 7" HACKBERRY 77 10" HACKBERRY 78 12" HACKBERRY 79 6" HACKBERRY 80 5" HICKORY 81 6" HICKORY 82 6" HICKORY 83 10" HACKBERRY 84 5" HACKBERRY 85 9" HICKORY 86 4" BRAD. PEAR 87 32" OAK 88 6" HACKBERRY 89 8" HICKORY 90 6" HICKORY 91 7" HICKORY 92 4" HICKORY 93 9" HICKORY 94 12" HICKORY 95 10" HICKORY 96 9" HICKORY 97 6" SWEETGUM 98 14" SWEETGUM 99 8" HICKORY 100 11" SWEETGUM 101 10" POPLAR 102 5" HICKORY 103 4" POPLAR 104 5" POPLAR 105 4" POPLAR 106 6" HICKORY 107 4" HICKORY 108 4" HICKORY 109 4" HACKBERRY 110 6" HACKBERRY 111 11" POPLAR 112 10" HICKORY 113 10" HICKORY 114 7" HICKORY 115 36" OAK 116 5" HICKORY 117 26" HICKORY 118 6" POPLAR 119 8" HICKORY 120 20" HICKORY 121 9" POPLAR 122 4" HICKORY 123 13" POPLAR 124 7" SWEETGUM 125 8" HICKORY 126 9" SWEETGUM 127 12" SWEETGUM 128 6" SWEETGUM 129 5" HICKORY 130 4" HICKORY 131 10" CEDAR 132 32" OAK 133 30" OAK 134 44" OAK 135 12" HICKORY 136 10" HICKORY 137 10" HICKORY 138 6" HICKORY 139 5" MAPLE 140 13" HICKORY 141 4" HICKORY 142 6" HICKORY 143 6" HICKORY 144 12" HICKORY 145 26" OAK 146 13" CEDAR 147 4" HICKORY 148 4" CEDAR 149 10" HICKORY 150 9" SWEETGUM 151 20" OAK 152 23" OAK 153 7" SWEETGUM 154 6" HICKORY 155 11" OAK 156 9" SWEETGUM 157 5" SWEETGUM 158 8" SWEETGUM 159 12" SWEETGUM 160 15" OAK 161 11" OAK 162 16" OAK 163 4" OAK 164 6" OAK 165 12" PINE 166 17" PINE 167 15" OAK 168 6" SWEETGUM 169 6" HICKORY 170 19" OAK 171 13" OAK 172 10" OAK 173 11" OAK 174 11" OAK 175 14" PINE 176 13" OAK 177 9" PINE 178 7" OAK 179 8" OAK 180 5" OAK 181 9" OAK 182 15" PINE 183 12" PINE 184 19" OAK 185 4" OAK 186 12" OAK 187 13" PINE 188 15" OAK 189 12" HICKORY 190 15" HICKORY 191 17" OAK 192 11" OAK 193 13" OAK 194 20" OAK 195 7" OAK 196 5" OAK 197 9" CEDAR 198 11" OAK 199 12" OAK 200 4" HICKORY 201 7" HICKORY 202 9" OAK 203 4" SWEETGUM 204 5" OAK 205 18" OAK 206 8" SWEETGUM 207 21" OAK 208 8" OAK 209 12" HICKORY 210 4" OAK WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 DETAILED PLANTING PLAN N/A FJM ATB ATB C-8.1 10/18/2019 2:26 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-PLANTING.DWG 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTAL 2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-8.2MARKFIELD LANE40' PUBLIC R/WPROPOSED BMP EXISTING WETLAND/OPEN SPACE EX WETLAND/OPEN SPACE STREET TREES 50' O.C. TYP. PROPERTY BOUNDARY (TYP) WEDDINGTON POINTE DRIVE 50' PUBLIC R/W PROP. 4' PLANTING STRIP (TYP.) PROP. 5' SIDEWALK (TYP.) PROP. 4' PLANTING STRIP (TYP) PROP. 5' SIDEWALK (TYP)PENWOOD PLACE40' PUBLIC R/WFOXCROFT DRIVE 40' PUBLIC R/WWALKERS RUN DRIVEVARIABLE WIDTH PUBLIC R/WEX. WETLAND SYMBOL LEGEND FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE PORTERS LANE 40' PUBLIC R/W WEDDINGTO N R O A D N C H W Y 8 4 FUTURE 100' P U B L I C R / W AIRPORT R O A D S R # 1 3 4 9 60' PUBLI C R / W PROP. WATER LINE (TYP.) PROP. SANITARY SEWER (TYP.) PROP. STORM DRAINAGE (TYP.) PROP. WATER LINE (TYP.) PROP. SANITARY SEWER (TYP.) PROP. STORM DRAINAGE (TYP.) NOTE: ANY DEVIATION FROM THE PLANTS, SHRUBS, OR TREES SELECTED WILL REQUIRE APPROVAL FROM UNION COUNTY PLANNING-URBAN FORESTY. EX. TREES TO REMAIN EX. TREES TO REMAIN TREE PROTECTION FENCENO EXISTING TREESMANAGED USE ZONE REPLANTING ZONE REPLANTING AREAS 8 SF / 1000 = 0.008 X 8 TREES = 1 REQUIRED TREES 63 SF / 1000 = 0.063 X 8 TREES = 1 REQUIRED TREES 244 SF / 1000 = 0.244 X 8 TREES = 2 REQUIRED TREES 1643 SF / 1000 = 1.643 X 8 TREES = 14 REQUIRED TREES 510 SF / 1000 = 0.510 X 8 TREES = 5 REQUIRED TREES TOTAL: 2468 SF / 1000 = 2.468 X 8 TREES= 23 REQUIRED TREES 23 PROVIDED TREES R/WR/WR/W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W WWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W WWWWWWWWSSSSSSSDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SD E SDESDESDESDESDES D E S D E S D E S D E S D E S D E S D E S D E S D E S D E SD E SDE SDE S D E S D E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDE SDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDES D E SDE SDE SDESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUES U E SUESUESUESUESUESUESUESUESUESUE90 5,160 sq.ft 69 6,360 sq.ft 70 6,360 sq.ft 122 6,212 sq.ft 91 5,160 sq.ft 92 5,269 sq.ft 124 6,760 sq.ft 125 6,910 sq.ft 52 6,360 sq.ft 129 5,160 sq.ft 71 6,360 sq.ft 140 5,160 sq.ft 74 7,525 sq.ft 72 6,360 sq.ft 75 6,403 sq.ft 73 6,792 sq.ft 76 6,360 sq.ft 127 5,160 sq.ft 149 5,160 sq.ft 131 5,160 sq.ft 134 5,160 sq.ft 136 5,160 sq.ft 147 5,160 sq.ft 170 5,479 sq.ft 146 5,160 sq.ft 148 5,160 sq.ft 123 6,486 sq.ft 126 5,160 sq.ft 153 5,160 sq.ft 128 5,160 sq.ft 155 5,160 sq.ft 130 5,160 sq.ft 157 5,160 sq.ft 133 5,160 sq.ft 132 5,160 sq.ft 138 5,160 sq.ft 135 5,160 sq.ft 137 5,160 sq.ft 139 5,160 sq.ft 145 5,160 sq.ft 150 5,160 sq.ft 151 5,160 sq.ft 152 5,160 sq.ft 154 5,160 sq.ft 156 5,160 sq.ft 158 5,160 sq.ft 159 5,160 sq.ft 160 5,432 sq.ft 175 5,160 sq.ft 176 5,160 sq.ft 177 5,160 sq.ft 178 5,160 sq.ft 179 5,160 sq.ft 77 6,360 sq.ft 163 8,900 sq.ft SUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE 172 5,160 sq.ft 167 7,024 sq.ft 161 5,217 sq.ft 165 9,780 sq.ft 162 5,726 sq.ft 166 9,732 sq.ft 164 12,349 sq.ft 169 5,168 sq.ft 168 5,639 sq.ft 180 5,160 sq.ft 171 5,436 sq.ft 174 5,160 sq.ft 173 5,160 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUES U E SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE 93 5,160 sq.ft 94 5,160 sq.ft 95 5,160 sq.ft 96 5,160 sq.ft 104 5,160 sq.ft 105 5,160 sq.ft 106 5,160 sq.ft 107 5,160 sq.ft 108 5,160 sq.ft 109 5,160 sq.ft 110 5,160 sq.ft 113 5,160 sq.ft 118 5,160 sq.ft 111 5,160 sq.ft 119 5,160 sq.ft 112 5,160 sq.ft 115 5,160 sq.ft 114 5,160 sq.ft 117 5,160 sq.ft 116 5,160 sq.ft 120 5,160 sq.ft 142 5,160 sq.ft 141 5,160 sq.ft 97 5,161 sq.ft 98 5,193 sq.ft 99 6,273 sq.ft 100 8,195 sq.ft 101 6,802 sq.ft 102 5,195 sq.ft 103 5,161 sq.ft 89 5,161 sq.ft 143 4,951 sq.ft 144 5,152 sq.ft 121 5,866 sq.ft 93 94 95 96 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 141 142 97 98 99 100 101 102 103 89 143 144 121 77 161 162 163 164 165 166 167 168 169 180 171 172 173 174 152 153 154 155 156 157 158 159 160 170 175 176 177 178 179 69 70 71 72 73 74 75 76 90 91 92 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 145 146 147 148 149 150 151 52 R/WR/WR/W R/W R/W R/W R/W R/W R/W TREES CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.MIN. CAL.MIN. HT.REMARKS ACSA 91 Acer saccharum Sugar Maple B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER FAGR 74 Fagus grandifolia American Beech B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER LITU 179 Liriodendron tulipifera Tulip Tree B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER QUPH 23 Quercus phellos Willow Oak B&B 6"10-12`MATCH SPECIMEN, STRAIGHT LEADER GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS SEED 1,775,692 sf SEED SEED SEED PLANT SCHEDULE EXISTING TREE INDEX Point Description 1 4" SWEETGUM 2 16" OAK 3 6" SWEETGUM 4 20" OAK 5 21" OAK 6 19" OAK 7 4" CEDAR 8 5" HACKBERRY 9 22" OAK 10 4" HOLLY 11 5" HOLLY 12 4" HOLLY 13 16" OAK 14 6" HICKORY 15 15" OAK 16 4" OAK 17 4" OAK 18 10" PINE 19 8" OAK 20 12" HICKORY 21 15" SWEETGUM 22 13" OAK 23 4" OAK 24 4" PINE 25 9" SWEETGUM 26 20" OAK 27 18" PINE 28 8" HACKBERRY 29 17" SWEETGUM 30 16" HICKORY 31 8" CEDAR 32 6" BEECH 33 16" HICKORY 34 5" HICKORY 35 17" HICKORY 36 21" OAK 37 12" OAK 38 6" OAK 39 10" BEECH 40 6" HACKBERRY 41 6" HICKORY 42 26" OAK 43 18" OAK 44 6" BEECH 45 7" HICKORY 46 25" OAK 47 13" OAK 48 12" POPLAR 49 10" CEDAR 50 27" OAK 51 11" CEDAR 52 10" HICKORY 53 6" CHESTNUT 54 4" CHESTNUT 55 8" CHESTNUT 56 6" HICKORY 57 25" OAK 58 20" OAK 59 10" HICKORY 60 18" OAK 61 8" HICKORY 62 6" HICKORY 63 20" OAK 64 4" HICKORY 65 26" OAK 66 11" OAK 67 13" OAK 68 11" HICKORY 69 6" HICKORY 70 8" HICKORY 71 30" OAK 72 19" HICKORY 73 10" CEDAR 74 4" HICKORY 75 4" HICKORY 76 7" HACKBERRY 77 10" HACKBERRY 78 12" HACKBERRY 79 6" HACKBERRY 80 5" HICKORY 81 6" HICKORY 82 6" HICKORY 83 10" HACKBERRY 84 5" HACKBERRY 85 9" HICKORY 86 4" BRAD. PEAR 87 32" OAK 88 6" HACKBERRY 89 8" HICKORY 90 6" HICKORY 91 7" HICKORY 92 4" HICKORY 93 9" HICKORY 94 12" HICKORY 95 10" HICKORY 96 9" HICKORY 97 6" SWEETGUM 98 14" SWEETGUM 99 8" HICKORY 100 11" SWEETGUM 101 10" POPLAR 102 5" HICKORY 103 4" POPLAR 104 5" POPLAR 105 4" POPLAR 106 6" HICKORY 107 4" HICKORY 108 4" HICKORY 109 4" HACKBERRY 110 6" HACKBERRY 111 11" POPLAR 112 10" HICKORY 113 10" HICKORY 114 7" HICKORY 115 36" OAK 116 5" HICKORY 117 26" HICKORY 118 6" POPLAR 119 8" HICKORY 120 20" HICKORY 121 9" POPLAR 122 4" HICKORY 123 13" POPLAR 124 7" SWEETGUM 125 8" HICKORY 126 9" SWEETGUM 127 12" SWEETGUM 128 6" SWEETGUM 129 5" HICKORY 130 4" HICKORY 131 10" CEDAR 132 32" OAK 133 30" OAK 134 44" OAK 135 12" HICKORY 136 10" HICKORY 137 10" HICKORY 138 6" HICKORY 139 5" MAPLE 140 13" HICKORY 141 4" HICKORY 142 6" HICKORY 143 6" HICKORY 144 12" HICKORY 145 26" OAK 146 13" CEDAR 147 4" HICKORY 148 4" CEDAR 149 10" HICKORY 150 9" SWEETGUM 151 20" OAK 152 23" OAK 153 7" SWEETGUM 154 6" HICKORY 155 11" OAK 156 9" SWEETGUM 157 5" SWEETGUM 158 8" SWEETGUM 159 12" SWEETGUM 160 15" OAK 161 11" OAK 162 16" OAK 163 4" OAK 164 6" OAK 165 12" PINE 166 17" PINE 167 15" OAK 168 6" SWEETGUM 169 6" HICKORY 170 19" OAK 171 13" OAK 172 10" OAK 173 11" OAK 174 11" OAK 175 14" PINE 176 13" OAK 177 9" PINE 178 7" OAK 179 8" OAK 180 5" OAK 181 9" OAK 182 15" PINE 183 12" PINE 184 19" OAK 185 4" OAK 186 12" OAK 187 13" PINE 188 15" OAK 189 12" HICKORY 190 15" HICKORY 191 17" OAK 192 11" OAK 193 13" OAK 194 20" OAK 195 7" OAK 196 5" OAK 197 9" CEDAR 198 11" OAK 199 12" OAK 200 4" HICKORY 201 7" HICKORY 202 9" OAK 203 4" SWEETGUM 204 5" OAK 205 18" OAK 206 8" SWEETGUM 207 21" OAK 208 8" OAK 209 12" HICKORY 210 4" OAK WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 DETAILED PLANTING PLAN N/A FJM ATB ATB C-8.2 10/18/2019 2:26 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-PLANTING.DWG 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTAL 2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALWEDDINTON POINTE DRIVE50' PUBLIC R/WEAST C O T T A V E N U E 40' PU B L I C R / W PROPOSED BMPMATCH L INE - C- 8 . 1 MATCHLINE - C-8.340' P U B L I C R / W WED D I N T O N P O I N T E D R I V E VARI A B L E W I D T H P U B L I C R / W PROPERTY BOUNDARY (TYP) PROP. RIGHT OF WAY (TYP) EX. PROPERTY LINE (TYP) PROP. 4' PLANTING STRIP (TYP) PROPOSED BMP PROPOSED BMP MAYLEN TRACE40' PUBLIC R/WPROP. RIGHT OF WAY (TYP) EX. WETLAND SYMBOL LEGEND FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE WEDDINGTON R O A D N C H W Y 8 4 FUTURE 100' PU B L I C R / W AIRP O R T R O A D S R # 1 3 4 9 60' P U B LI C R/ W PROP. WATER LINE (TYP.) PROP. SANITARY SEWER (TYP.) PROP. STORM DRAINAGE (TYP.) PROP. WATER LINE (TYP.) PROP. SANITARY SEWER (TYP.) PROP. STORM DRAINAGE (TYP.) VILLAGES OF WESLEY CHAPEL, MAP 1 P.C. H, FILE 541 WESLEY PARK PLAT CAB. H, FILE 597 NOTE: ANY DEVIATION FROM THE PLANTS, SHRUBS, OR TREES SELECTED WILL REQUIRE APPROVAL FROM UNION COUNTY PLANNING-URBAN FORESTY. EX. TREES TO REMAIN EX. TREES TO REMAIN EX. TREES TO REMAIN EXISTING TREE TO BE REMOVED-LESS THAN 12" DBH (TO BE VARIFIED IN FIELD) (PER 55.030.CI- NO MITIGATION REQUIRED) (LOCATED BY AERIAL SURVEY) TREE PROTECTION FENCE NO E XI S TI N G T R E E S MANAGED USE ZONE REPLANTING ZONE REPLANTING AREAS 8 SF / 1000 = 0.008 X 8 TREES = 1 REQUIRED TREES 63 SF / 1000 = 0.063 X 8 TREES = 1 REQUIRED TREES 244 SF / 1000 = 0.244 X 8 TREES = 2 REQUIRED TREES 1643 SF / 1000 = 1.643 X 8 TREES = 14 REQUIRED TREES 510 SF / 1000 = 0.510 X 8 TREES = 5 REQUIRED TREES TOTAL: 2468 SF / 1000 = 2.468 X 8 TREES= 23 REQUIRED TREES 23 PROVIDED TREES R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W WWWWWWWWWWWWW W WWWWWWWWWWWW WWWWWWWWWWWWW W WWWWWWWWWWWW SSSSSSSDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDESDESDE SDE SDE SDE SDE SDE SDESD E SD E SD E SD E SDESDE SDESDESDESDESDESDESDESDE SDE SDE SDE SDE SD E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESSSSSSSSSSSSSSSDESDESUESUESUESUESUESUESUESUE122 6,212 sq.ft 124 6,760 sq.ft 125 6,910 sq.ft 123 6,486 sq.ft 126 5,160 sq.ft SUESUESUESUESUESUESUESUESUESUESUESUE SUES U E SUE SUE SUE SUE SUE SUE 8,900 sq.ft SUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUESUESUESUESUESUESUE SUE 119 5,160 sq.ft 120 5,160 sq.ft 7,166 sq.ft185 7,355 sq.ft186 7,418 sq.ft187 7,336 sq.ft188 7,186 sq.ft 194 8,753 sq.ft 195 9,209 sq.ft 196 11,721 sq.ft 197 10,514 sq.ft 198 11,106 sq.ft 121 5,866 sq.ft 189 7,155 sq.ft 190 8,023 sq.ft 191 7,203 sq.ft 192 7,428 sq.ft 193 7,798 sq.ft 201 7,151 sq.ft 200 7,616 sq.ft 199 8,587 sq.ft 119 120 185 186 187 188 194 195 196 197 198 121 189190 191 192 193 201 200 199 122 123 124 125 126 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W TREES CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.MIN. CAL.MIN. HT.REMARKS ACSA 91 Acer saccharum Sugar Maple B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER FAGR 74 Fagus grandifolia American Beech B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER LITU 179 Liriodendron tulipifera Tulip Tree B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER QUPH 23 Quercus phellos Willow Oak B&B 6"10-12`MATCH SPECIMEN, STRAIGHT LEADER GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS SEED 1,775,692 sf SEED SEED SEED PLANT SCHEDULE EXISTING TREE INDEX Point Description 1 4" SWEETGUM 2 16" OAK 3 6" SWEETGUM 4 20" OAK 5 21" OAK 6 19" OAK 7 4" CEDAR 8 5" HACKBERRY 9 22" OAK 10 4" HOLLY 11 5" HOLLY 12 4" HOLLY 13 16" OAK 14 6" HICKORY 15 15" OAK 16 4" OAK 17 4" OAK 18 10" PINE 19 8" OAK 20 12" HICKORY 21 15" SWEETGUM 22 13" OAK 23 4" OAK 24 4" PINE 25 9" SWEETGUM 26 20" OAK 27 18" PINE 28 8" HACKBERRY 29 17" SWEETGUM 30 16" HICKORY 31 8" CEDAR 32 6" BEECH 33 16" HICKORY 34 5" HICKORY 35 17" HICKORY 36 21" OAK 37 12" OAK 38 6" OAK 39 10" BEECH 40 6" HACKBERRY 41 6" HICKORY 42 26" OAK 43 18" OAK 44 6" BEECH 45 7" HICKORY 46 25" OAK 47 13" OAK 48 12" POPLAR 49 10" CEDAR 50 27" OAK 51 11" CEDAR 52 10" HICKORY 53 6" CHESTNUT 54 4" CHESTNUT 55 8" CHESTNUT 56 6" HICKORY 57 25" OAK 58 20" OAK 59 10" HICKORY 60 18" OAK 61 8" HICKORY 62 6" HICKORY 63 20" OAK 64 4" HICKORY 65 26" OAK 66 11" OAK 67 13" OAK 68 11" HICKORY 69 6" HICKORY 70 8" HICKORY 71 30" OAK 72 19" HICKORY 73 10" CEDAR 74 4" HICKORY 75 4" HICKORY 76 7" HACKBERRY 77 10" HACKBERRY 78 12" HACKBERRY 79 6" HACKBERRY 80 5" HICKORY 81 6" HICKORY 82 6" HICKORY 83 10" HACKBERRY 84 5" HACKBERRY 85 9" HICKORY 86 4" BRAD. PEAR 87 32" OAK 88 6" HACKBERRY 89 8" HICKORY 90 6" HICKORY 91 7" HICKORY 92 4" HICKORY 93 9" HICKORY 94 12" HICKORY 95 10" HICKORY 96 9" HICKORY 97 6" SWEETGUM 98 14" SWEETGUM 99 8" HICKORY 100 11" SWEETGUM 101 10" POPLAR 102 5" HICKORY 103 4" POPLAR 104 5" POPLAR 105 4" POPLAR 106 6" HICKORY 107 4" HICKORY 108 4" HICKORY 109 4" HACKBERRY 110 6" HACKBERRY 111 11" POPLAR 112 10" HICKORY 113 10" HICKORY 114 7" HICKORY 115 36" OAK 116 5" HICKORY 117 26" HICKORY 118 6" POPLAR 119 8" HICKORY 120 20" HICKORY 121 9" POPLAR 122 4" HICKORY 123 13" POPLAR 124 7" SWEETGUM 125 8" HICKORY 126 9" SWEETGUM 127 12" SWEETGUM 128 6" SWEETGUM 129 5" HICKORY 130 4" HICKORY 131 10" CEDAR 132 32" OAK 133 30" OAK 134 44" OAK 135 12" HICKORY 136 10" HICKORY 137 10" HICKORY 138 6" HICKORY 139 5" MAPLE 140 13" HICKORY 141 4" HICKORY 142 6" HICKORY 143 6" HICKORY 144 12" HICKORY 145 26" OAK 146 13" CEDAR 147 4" HICKORY 148 4" CEDAR 149 10" HICKORY 150 9" SWEETGUM 151 20" OAK 152 23" OAK 153 7" SWEETGUM 154 6" HICKORY 155 11" OAK 156 9" SWEETGUM 157 5" SWEETGUM 158 8" SWEETGUM 159 12" SWEETGUM 160 15" OAK 161 11" OAK 162 16" OAK 163 4" OAK 164 6" OAK 165 12" PINE 166 17" PINE 167 15" OAK 168 6" SWEETGUM 169 6" HICKORY 170 19" OAK 171 13" OAK 172 10" OAK 173 11" OAK 174 11" OAK 175 14" PINE 176 13" OAK 177 9" PINE 178 7" OAK 179 8" OAK 180 5" OAK 181 9" OAK 182 15" PINE 183 12" PINE 184 19" OAK 185 4" OAK 186 12" OAK 187 13" PINE 188 15" OAK 189 12" HICKORY 190 15" HICKORY 191 17" OAK 192 11" OAK 193 13" OAK 194 20" OAK 195 7" OAK 196 5" OAK 197 9" CEDAR 198 11" OAK 199 12" OAK 200 4" HICKORY 201 7" HICKORY 202 9" OAK 203 4" SWEETGUM 204 5" OAK 205 18" OAK 206 8" SWEETGUM 207 21" OAK 208 8" OAK 209 12" HICKORY 210 4" OAK WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 DETAILED PLANTING PLAN N/A FJM ATB ATB C-8.3 10/18/2019 2:26 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-PLANTING.DWG 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTAL 2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALMATCHLINE - C-8.4MATCHLINE - C-8.2PROPOSED BMP PROP. 4' PLANTING STRIP (TYP) PROJECT BOUNDARY (TYP.) PROPOSED BMP Y E A R D E N L A N E 4 0 ' P U B L I C R / W EXISTING POND/OPEN SPACE EX. WETLAND SYMBOL LEGEND FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC R/W PROP. WATER LINE (TYP.) PROP. SANITARY SEWER (TYP.) PROP. STORM DRAINAGE (TYP.) PROP. WATER LINE (TYP.) PROP. SANITARY SEWER (TYP.) PROP. STORM DRAINAGE (TYP.) VILLAGES OF WESLEY CHAPEL, MAP 2 P.C. H, FILE 539 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY MANAGED USE ZONE REPLANTING 244 SF/1000 = 0.244 X 8 TREES = 2 2 TREES REQUIRED 2 TREES PROVIDED MANAGED USE ZONE REPLANTING 63 SF /1000 = 0.063 X 8 TREES = 1 1 TREES REQUIRED 1 TREES PROVIDED MANAGED USE ZONE REPLANTING 1643 SF/1000 = 1.643 X 8 TREES = 14 14 TREES REQUIRED 14 TREES PROVIDED MANAGED USE ZONE REPLANTING NOTE: ANY DEVIATION FROM THE PLANTS, SHRUBS, OR TREES SELECTED WILL REQUIRE APPROVAL FROM UNION COUNTY PLANNING-URBAN FORESTY. MANAGED USE ZONE REPLANTING 8 SF /1000 = 0.008 X 8 TREES = 1 1 TREES REQUIRED 1 TREES PROVIDED EX. TREES TO REMAIN EX. TREES TO REMAIN EX. TREES TO REMAIN EXISTING TREE TO BE REMOVED-LESS THAN 12" DBH (TO BE VARIFIED IN FIELD) (PER 55.030.CI- NO MITIGATION REQUIRED) (LOCATED BY AERIAL SURVEY) TREE PROTECTION FENCE MANAGED USE ZONE REPLANTING ZONE REPLANTING AREAS 8 SF / 1000 = 0.008 X 8 TREES = 1 REQUIRED TREES 63 SF / 1000 = 0.063 X 8 TREES = 1 REQUIRED TREES 244 SF / 1000 = 0.244 X 8 TREES = 2 REQUIRED TREES 1643 SF / 1000 = 1.643 X 8 TREES = 14 REQUIRED TREES 510 SF / 1000 = 0.510 X 8 TREES = 5 REQUIRED TREES TOTAL: 2468 SF / 1000 = 2.468 X 8 TREES= 23 REQUIRED TREES 23 PROVIDED TREES R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/W R/W R/W R/WR/W R /W R/WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSD E SD ESDESDESDESDESDESDE SUESUESUESUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUESUESUESUESUESUESUESUE181 8,530 sq.ft 182 7,155 sq.ft 183 7,155 sq.ft 184 7,166 sq.ft185 7,355 sq.ft186 7,418 sq.ft187 7,336 sq.ft188 7,186 sq.ft 202 7,155 sq.ft 203 7,155 sq.ft 204 7,155 sq.ft 205 7,155 sq.ft 206 7,155 sq.ft 207 7,155 sq.ft 208 7,155 sq.ft 209 7,155 sq.ft 210 7,155 sq.ft 211 7,300 sq.ft 212 7,867 sq.ft 213 13,236 sq.ft 214 13,121 sq.ft 215 12,371 sq.ft 216 11,611 sq.ft 217 7,867 sq.ft 218 7,300 sq.ft 219 7,155 sq.ft 220 7,155 sq.ft 221 7,155 sq.ft 222 7,155 sq.ft 223 7,155 sq.ft 224 8,100 sq.ft 225 9,654 sq.ft 189 7,155 sq.ft 190 8,023 sq.ft 201 7,151 sq.ft 200 7,616 sq.ft 181182183184 185 186 187 188 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218219220221222223224225 189190 201 200 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W TREES CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.MIN. CAL.MIN. HT.REMARKS ACSA 91 Acer saccharum Sugar Maple B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER FAGR 74 Fagus grandifolia American Beech B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER LITU 179 Liriodendron tulipifera Tulip Tree B&B 2.5"8-10`MATCH SPECIMEN, STRAIGHT LEADER QUPH 23 Quercus phellos Willow Oak B&B 6"10-12`MATCH SPECIMEN, STRAIGHT LEADER GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS SEED 1,775,692 sf SEED SEED SEED PLANT SCHEDULE EXISTING TREE INDEX Point Description 1 4" SWEETGUM 2 16" OAK 3 6" SWEETGUM 4 20" OAK 5 21" OAK 6 19" OAK 7 4" CEDAR 8 5" HACKBERRY 9 22" OAK 10 4" HOLLY 11 5" HOLLY 12 4" HOLLY 13 16" OAK 14 6" HICKORY 15 15" OAK 16 4" OAK 17 4" OAK 18 10" PINE 19 8" OAK 20 12" HICKORY 21 15" SWEETGUM 22 13" OAK 23 4" OAK 24 4" PINE 25 9" SWEETGUM 26 20" OAK 27 18" PINE 28 8" HACKBERRY 29 17" SWEETGUM 30 16" HICKORY 31 8" CEDAR 32 6" BEECH 33 16" HICKORY 34 5" HICKORY 35 17" HICKORY 36 21" OAK 37 12" OAK 38 6" OAK 39 10" BEECH 40 6" HACKBERRY 41 6" HICKORY 42 26" OAK 43 18" OAK 44 6" BEECH 45 7" HICKORY 46 25" OAK 47 13" OAK 48 12" POPLAR 49 10" CEDAR 50 27" OAK 51 11" CEDAR 52 10" HICKORY 53 6" CHESTNUT 54 4" CHESTNUT 55 8" CHESTNUT 56 6" HICKORY 57 25" OAK 58 20" OAK 59 10" HICKORY 60 18" OAK 61 8" HICKORY 62 6" HICKORY 63 20" OAK 64 4" HICKORY 65 26" OAK 66 11" OAK 67 13" OAK 68 11" HICKORY 69 6" HICKORY 70 8" HICKORY 71 30" OAK 72 19" HICKORY 73 10" CEDAR 74 4" HICKORY 75 4" HICKORY 76 7" HACKBERRY 77 10" HACKBERRY 78 12" HACKBERRY 79 6" HACKBERRY 80 5" HICKORY 81 6" HICKORY 82 6" HICKORY 83 10" HACKBERRY 84 5" HACKBERRY 85 9" HICKORY 86 4" BRAD. PEAR 87 32" OAK 88 6" HACKBERRY 89 8" HICKORY 90 6" HICKORY 91 7" HICKORY 92 4" HICKORY 93 9" HICKORY 94 12" HICKORY 95 10" HICKORY 96 9" HICKORY 97 6" SWEETGUM 98 14" SWEETGUM 99 8" HICKORY 100 11" SWEETGUM 101 10" POPLAR 102 5" HICKORY 103 4" POPLAR 104 5" POPLAR 105 4" POPLAR 106 6" HICKORY 107 4" HICKORY 108 4" HICKORY 109 4" HACKBERRY 110 6" HACKBERRY 111 11" POPLAR 112 10" HICKORY 113 10" HICKORY 114 7" HICKORY 115 36" OAK 116 5" HICKORY 117 26" HICKORY 118 6" POPLAR 119 8" HICKORY 120 20" HICKORY 121 9" POPLAR 122 4" HICKORY 123 13" POPLAR 124 7" SWEETGUM 125 8" HICKORY 126 9" SWEETGUM 127 12" SWEETGUM 128 6" SWEETGUM 129 5" HICKORY 130 4" HICKORY 131 10" CEDAR 132 32" OAK 133 30" OAK 134 44" OAK 135 12" HICKORY 136 10" HICKORY 137 10" HICKORY 138 6" HICKORY 139 5" MAPLE 140 13" HICKORY 141 4" HICKORY 142 6" HICKORY 143 6" HICKORY 144 12" HICKORY 145 26" OAK 146 13" CEDAR 147 4" HICKORY 148 4" CEDAR 149 10" HICKORY 150 9" SWEETGUM 151 20" OAK 152 23" OAK 153 7" SWEETGUM 154 6" HICKORY 155 11" OAK 156 9" SWEETGUM 157 5" SWEETGUM 158 8" SWEETGUM 159 12" SWEETGUM 160 15" OAK 161 11" OAK 162 16" OAK 163 4" OAK 164 6" OAK 165 12" PINE 166 17" PINE 167 15" OAK 168 6" SWEETGUM 169 6" HICKORY 170 19" OAK 171 13" OAK 172 10" OAK 173 11" OAK 174 11" OAK 175 14" PINE 176 13" OAK 177 9" PINE 178 7" OAK 179 8" OAK 180 5" OAK 181 9" OAK 182 15" PINE 183 12" PINE 184 19" OAK 185 4" OAK 186 12" OAK 187 13" PINE 188 15" OAK 189 12" HICKORY 190 15" HICKORY 191 17" OAK 192 11" OAK 193 13" OAK 194 20" OAK 195 7" OAK 196 5" OAK 197 9" CEDAR 198 11" OAK 199 12" OAK 200 4" HICKORY 201 7" HICKORY 202 9" OAK 203 4" SWEETGUM 204 5" OAK 205 18" OAK 206 8" SWEETGUM 207 21" OAK 208 8" OAK 209 12" HICKORY 210 4" OAK WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 DETAILED PLANTING PLAN N/A FJM ATB ATB C-8.4 10/18/2019 2:26 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-PLANTING.DWG 0 1"=60' 30'60'120' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTAL 2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTALGLENFORD DRIVE50' PUBLIC R/WYEARDEN LANE 40' PUBLIC R/W EXISTING POND/OPEN SPACE JOHN S F O R E S T L A N E PROPERTY BOUNDARY (TYP) EX. PROPERTY LINE (TYP) PROP. 4' PLANTING STRIP (TYP)MATCHLINE - C-8.3PROPERTY BOUNDARY (TYP) EX. RIGHT OF WAY (TYP) EX. WETLAND SYMBOL LEGEND FLOOD HAZARD AREA- ZONE AE INTERMITTENT STREAMS PERENNIAL STREAMS STREAM BUFFER EXISTING RIGHT OF WAYR/W PROP. SIDEWALK/UTILITY EASEMENTSUE PROP. BUILDING SETBACK PROPERTY BOUNDARY PROP. RIGHT OF WAY PROP. LOT BOUNDARY PROP. BMP 25 YR STORM ELEVATION PROP. SAFETY RAILING SEWER EASEMENT STORM DRAINAGE EASEMENTSDESDE WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC R/W PROP. WATER LINE (TYP.) PROP. SANITARY SEWER (TYP.) PROP. STORM DRAINAGE (TYP.) ST. JOHNS FOREST PHASE 1, MAP 3 P.C. H, FILE 615 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 NOW OR FORMERLY MANAGED USE ZONE REPLANTING 510 SF /1000 = 0.510 X 8 TREES = 5 5 TREES REQUIRED 5 TREES PROVIDED NOTE: ANY DEVIATION FROM THE PLANTS, SHRUBS, OR TREES SELECTED WILL REQUIRE APPROVAL FROM UNION COUNTY PLANNING-URBAN FORESTY. EX. TREES TO REMAIN EX. TREES TO REMAIN EX. TREES TO REMAIN EX. TREES TO REMAIN EX. TREES TO REMAIN EX. TREES TO REMAIN TREE PROTECTION FENCE NO EXISTING TREES NO EXISTING TREES NO EXISTING TREESMANAGED USE ZONE REPLANTING ZONE REPLANTING AREAS 8 SF / 1000 = 0.008 X 8 TREES = 1 REQUIRED TREES 63 SF / 1000 = 0.063 X 8 TREES = 1 REQUIRED TREES 244 SF / 1000 = 0.244 X 8 TREES = 2 REQUIRED TREES 1643 SF / 1000 = 1.643 X 8 TREES = 14 REQUIRED TREES 510 SF / 1000 = 0.510 X 8 TREES = 5 REQUIRED TREES TOTAL: 2468 SF / 1000 = 2.468 X 8 TREES= 23 REQUIRED TREES 23 PROVIDED TREES SDESDESDESDESDESDESDESDE SDE SDE SDE SDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESD E S D E S D E SD E SDE SDE SDESDESDESDESDESDESDESDE SDE SDESDESDESDESDESDESDESDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESUESUESUESUESUESUE630 627630625 627628634 632 62 5 63 0 63 4 630 634 628 630 635 638 636637630632 628 625622625 62 5 62 0 61 6 616620625620625625 620 616 617 612616617620625 612617616620625612 616 617 620WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 WET POND #1 PLANTING N/A KST JRY JRY C-8.5 10/18/2019 2:27 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-POND PLANTING.DWG 0 1"= 10'20'40' 20' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTAL 2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL ZONES 4,5 AND 6 SEED MIX ±13,643 (0.27 AC) ZONES 1-3 2,286 SF 50 PLANTS PER 200 SF REQUIRED: 571 PLANTS PROVIDED: 7,996 PLANTS SEED MIX NOTE: CONTRACTOR TO VERIFY ALL PLANTING QUANTITIES SHOWN ON PLAN WITH TOTALS ON SCHEDULE CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT WITH ANY PLANT SUBSTITUTIONS OR PLAN DISCREPANCIES. ANY PLANT CHANGES SHOULD ALSO BE COORDINATED WITH THE UNION COUNTY STAFF. PERMANENT POOL ELEVATION:616.50' ZONE 1 (3 - 1' BELOW):613.50 - 615.50' ZONE 2 (1 - .5' BELOW):615.50 - 616.00' ZONE 3 (.5 BELOW - .5 ABOVE):616.00 - 617.00' ZONE 4 (.5 ABOVE - 2 YR):617.00 - 621.35' ZONE 5 (2YR - 10 YR):621.35 - 622.04' ZONE 6 (10 YR - 50 YR):622.04 - 623.57' WET POND PLANTING CALCULATOR: GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS ACCA 1,118 Acorus calamus Sweetflag 2" dia. x 5" plug 12" o.c.12" BITS 250 Bidens aristosa Tickseed Sunflower 2" dia. x 5" plug 24" o.c.6" ISBF 1,187 Iris virginica Southern Blue Flag 2" dia. x 5" plug 12" o.c.12" NUAD 4,939 Nuphar advena Spatterdock #SP4 6" o.c.12" SADP 308 Sagittaria latifolia Duck Potato 2" dia. x 5" plug 24" o.c.18" SACE 194 Saururus cernuus Lizard`s Tail 2" dia. x 5" plug 24" o.c.12" SEEDMIX 13,643 sf Seed Mix Seed Mix SEED See Appendix C for details PLANT SCHEDULE POND 1 ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 WET POND PERM POOL ELEVATION: 616.50' TOP OF BERM: 617.00' BASIN BOTTOM: 610.50' PERMANENT POOL ELEV: 616.50' (TYP.) LITTORAL SHELF (TYP.) PROP. STORMWATER BMP EASEMENT (TYP.) PERMANENT POOL ELEV: 616.50' (TYP.) LITTORAL SHELF (TYP.) FOREBAY TOP OF BERM: 617.00' BASIN BOTTOM: 613.50' WETLANDS WETLANDS NOTE: ANY DEVIATION FROM THE PLANTS, SHRUBS, OR TREES SELECTED WILL REQUIRE APPROVAL FROM UNION COUNTY PLANNING-URBAN FORESTY. SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDE SDE SDE SDE SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SD E SD E S D E S D E S D E SD E SDESDESDESDESDESDE SDE SDE SDE SDE 628629629630626 617 617615 615615 615 615620625610610 610610 620620620 625 620 622 622WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 WET POND #2 PLANTING N/A KST JRY JRY C-8.6 10/18/2019 2:27 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-POND PLANTING.DWG 0 1"= 5'10'20' 10' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTAL 2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL ZONES 4,5 AND 6 SEED MIX ± 4,238 (0.27 AC) ZONES 1-3 2,866 SF 50 PLANTS PER 200 SF REQUIRED: 716 PLANTS PROVIDED: 3,766 PLANTS SEED MIX NOTE: CONTRACTOR TO VERIFY ALL PLANTING QUANTITIES SHOWN ON PLAN WITH TOTALS ON SCHEDULE CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT WITH ANY PLANT SUBSTITUTIONS OR PLAN DISCREPANCIES. ANY PLANT CHANGES SHOULD ALSO BE COORDINATED WITH UNION COUNTY STAFF. PERMANENT POOL ELEVATION:616.50' ZONE 1 (3 - 1' BELOW):613.50 - 615.50' ZONE 2 (1 - .5' BELOW):615.50 - 616.00' ZONE 3 (.5 BELOW - .5 ABOVE):616.00 - 617.00' ZONE 4 (.5 ABOVE - 2 YR):617.00 - 620.17' ZONE 5 (2YR - 10 YR):620.17 - 620.30' ZONE 6 (10 YR - 50 YR):620.30 - 620.97' WET POND PLANTING CALCULATOR: GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS ACCA 460 Acorus calamus Sweetflag 2" dia. x 5" plug 12" o.c.12" BITS 118 Bidens aristosa Tickseed Sunflower 2" dia. x 5" plug 24" o.c.6" ISBF 628 Iris virginica Southern Blue Flag 2" dia. x 5" plug 12" o.c.12" NUAD 2,344 Nuphar advena Spatterdock #SP4 6" o.c.12" SADP 124 Sagittaria latifolia Duck Potato 2" dia. x 5" plug 24" o.c.18" SACE 92 Saururus cernuus Lizard`s Tail 2" dia. x 5" plug 24" o.c.12" SEEDMIX 4,238 sf Seed Mix Seed Mix SEED See Appendix C for details PLANT SCHEDULE POND 2 PERMANENT POOL ELEV: 616.50' (TYP.) LITTORAL SHELF (TYP.) ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 PERMANENT POOL ELEV: 616.50' (TYP.) LITTORAL SHELF (TYP.) WET POND PERM POOL ELEVATION: 616.50' TOP OF BERM: 617.00' BASIN BOTTOM: 608.50' PROP. STORMWATER BMP EASEMENT (TYP.) FOREBAY TOP OF BERM: 617.00' BASIN BOTTOM: 612.50' NOTE: ANY DEVIATION FROM THE PLANTS, SHRUBS, OR TREES SELECTED WILL REQUIRE APPROVAL FROM UNION COUNTY PLANNING-URBAN FORESTY. SDE SDE SDE SDE S D E S D E S D E SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SUESUESUESUESUESUESUESUESUESUESUESUESUESUESUESUE621 627622 609 60961361060760761061562062162062 0 607 615 620 607 615 620 610 610 615620 WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 WET POND #3 PLANTING N/A KST JRY JRY C-8.7 10/18/2019 2:27 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-POND PLANTING.DWG 0 1"= 5'10'20' 10' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTAL 2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL ZONES 4,5 AND 6 SEED MIX ±10,245 (0.27 AC) ZONES 1-3 4,833 SF 50 PLANTS PER 200 SF REQUIRED: 1,208 PLANTS PROVIDED: 4,256 PLANTS SEED MIX NOTE: CONTRACTOR TO VERIFY ALL PLANTING QUANTITIES SHOWN ON PLAN WITH TOTALS ON SCHEDULE CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT WITH ANY PLANT SUBSTITUTIONS OR PLAN DISCREPANCIES. ANY PLANT CHANGES SHOULD ALSO BE COORDINATED WITH UNION COUNTY STAFF. PERMANENT POOL ELEVATION:612.50' ZONE 1 (3 - 1' BELOW):609.50 - 611.50' ZONE 2 (1 - .5' BELOW):611.50 - 612.00' ZONE 3 (.5 BELOW - .5 ABOVE):612.00 - 613.00' ZONE 4 (.5 ABOVE - 2 YR):613.00 - 616.44' ZONE 5 (2YR - 10 YR):616.44 - 617.55' ZONE 6 (10 YR - 50 YR):617.55 - 619.07' WET POND PLANTING CALCULATOR: FOREBAY TOP OF BERM: 613.00' BASIN BOTTOM: 608.50' PERMANENT POOL ELEV: 612.50' (TYP.) LITTORAL SHELF (TYP.) ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 PERMANENT POOL ELEV: 612.50' (TYP.) LITTORAL SHELF (TYP.) WET POND PERM POOL ELEVATION: 612.50' TOP OF BERM: 613.00' BASIN BOTTOM: 606.50' PROP. STORMWATER BMP EASEMENT (TYP.) GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS ACCA 905 Acorus calamus Sweetflag 2" dia. x 5" plug 12" o.c.12" BITS 174 Bidens aristosa Tickseed Sunflower 2" dia. x 5" plug 24" o.c.6" ISBF 906 Iris virginica Southern Blue Flag 2" dia. x 5" plug 12" o.c.12" NUAD 4,325 Nuphar advena Spatterdock #SP4 6" o.c.12" SADP 190 Sagittaria latifolia Duck Potato 2" dia. x 5" plug 24" o.c.18" SACE 174 Saururus cernuus Lizard`s Tail 2" dia. x 5" plug 24" o.c.12" SEEDMIX 9,147 sf Seed Mix Seed Mix SEED See Appendix C for details PLANT SCHEDULE POND 3 NOTE: ANY DEVIATION FROM THE PLANTS, SHRUBS, OR TREES SELECTED WILL REQUIRE APPROVAL FROM UNION COUNTY PLANNING-URBAN FORESTY. R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W SDESDESDESDESDESDESDESDESDESDESDESDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDESDESDESDESDESDESDESDESDESDESDESD E SD E SD E SD E SD E SD E SD E SD E SD E SD E SD E SD E SD E SD E SD E SD E SD E SD E SD E SD E SD E SD E S D E SD E SDESDESDE SDE R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W 6 1 5 615 6246 2 9 63 0 6 2 5 628622609 615609615620 620 615 60961561061 0 61 5 610 615 620 609 6 0 9 WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC ---- 1018330 WET POND #4 PLANTING N/A KST JRY JRY C-8.8 10/18/2019 2:28 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-PLN-POND PLANTING.DWG 0 1"= 5'10'20' 10' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTAL 2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL ZONES 4,5 AND 6 SEED MIX ±9,858 (0.27 AC) ZONES 1-3 5,758 SF 50 PLANTS PER 200 SF REQUIRED: 1,439 PLANTS PROVIDED: 6,126 PLANTS SEED MIX NOTE: CONTRACTOR TO VERIFY ALL PLANTING QUANTITIES SHOWN ON PLAN WITH TOTALS ON SCHEDULE CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT WITH ANY PLANT SUBSTITUTIONS OR PLAN DISCREPANCIES. ANY PLANT CHANGES SHOULD ALSO BE COORDINATED WITH UNION COUNTY STAFF. PERMANENT POOL ELEVATION:614.50' ZONE 1 (3 - 1' BELOW):611.50 - 613.50' ZONE 2 (1 - .5' BELOW):613.50 - 614.00' ZONE 3 (.5 BELOW - .5 ABOVE):614.00 - 615.00' ZONE 4 (.5 ABOVE - 2 YR):615.00 - 618.35' ZONE 5 (2YR - 10 YR):618.35 - 619.25' ZONE 6 (10 YR - 50 YR):619.25 - 620.43' WET POND PLANTING CALCULATOR: FOREBAY TOP OF BERM: 615.00' BASIN BOTTOM: 609.50' PERMANENT POOL ELEV: 614.50' (TYP.) LITTORAL SHELF (TYP.) ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 PERMANENT POOL ELEV: 614.50' (TYP.) LITTORAL SHELF (TYP.) WET POND PERM POOL ELEVATION: 614.50' TOP OF BERM: 615.00' BASIN BOTTOM: 608.50' PROP. STORMWATER BMP EASEMENT (TYP.) GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS ACCA 946 Acorus calamus Sweetflag 2" dia. x 5" plug 12" o.c.12" BITS 264 Bidens aristosa Tickseed Sunflower 2" dia. x 5" plug 24" o.c.6" ISBF 1,009 Iris virginica Southern Blue Flag 2" dia. x 5" plug 12" o.c.12" NUAD 3,509 Nuphar advena Spatterdock #SP4 6" o.c.12" SADP 276 Sagittaria latifolia Duck Potato 2" dia. x 5" plug 24" o.c.18" SACE 122 Saururus cernuus Lizard`s Tail 2" dia. x 5" plug 24" o.c.12" SEEDMIX 9,858 sf Seed Mix Seed Mix SEED See Appendix C for details PLANT SCHEDULE POND 4 PROPOSED WALL NOTE: ANY DEVIATION FROM THE PLANTS, SHRUBS, OR TREES SELECTED WILL REQUIRE APPROVAL FROM UNION COUNTY PLANNING-URBAN FORESTY. SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTAL 2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 PLANTING DETAILS N/A FJM ATB ATB C-8.9 10/18/2019 2:28 PM MAXWELL GROGAN \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-DTL-PLANTING.DWG TREE PLANTING NTS ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) FOR EXAMPLE: 32" MIN. ROOT BALL DIA. 24" 3" 2" 14-16' 12-14' HEIGHT (RANGE)CALIPER 18' 16' MAX. HEIGHT MIN. ROOT BALL DEPTH 21" 16" VARIES 12" UNDISTURBED SOIL NOTES: 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 3 - 1"x2"x18" WOOD STAKES WITH CENTERED 3/8" HOLE DRIVEN IN LINE WITH STRAP EQUALLY SPACED AROUND TREE 4" HIGH / 6" WIDE MAXIMUM BERM OUTSIDE OF ROOTBALL ROOT CROWN TO BE AT FINISH GRADE 3/4" NYLON STRAP 6" SLIP KNOT WITH STOP KNOT. 6" LARGER THAN TREE DIAMETER KEEP MULCH AWAY FROM TRUNK 1" TO 2" 4" MAXIMUM LAYER OF MULCH FINISH GRADE BACKFILL AS SPECIFIEDREMOVE TYPICAL EXCESS SOIL FROM ROOT CROWN 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 ROOT BALL. ROOT BALL DIA. 1 C-8.5 TREE PLANTING ON A SLOPE NTS TREE WRAP MAIN TRUNK RUBBER HOSE 2" X 2" HARDWOOD GUY STAKE 3 PER TREE 12 GAUGE GALVANIZED WIRE DOUBLE STRAND TWISTED 3" MULCH 3" SAUCER AROUND TREE BLACK CORRUGATED PLASTIC PIPE EXISTING GRADE COMPACTED MOUND TO PREVENT TREE SETTLING (6" MIN HEIGHT) UPRIGHT STAKES EXTENDED TO FIRM BEARING SOIL MIX 45^3" MIN.3:1 MAXIMUM GRASSED SLOPE5'-7"4X ROOT BALL DIA LIMITS OF DISTURBANCE 1. CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THE WORK. 2. UPRIGHT STAKES TO BE USED ON TREES UP TO 12' IN HEIGHT. LARGER TREES MUST BE GUYED. 3. 1/8 OF ROOT BALL TO BE ABOVE FINISHED GRADE. 4. DO NOT COVER ROOT CROWN. 5. REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND ROOT BALL. 6. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 7. KEEP MULCH AWAY FROM TRUNK 1" - 2". 8. MULCH AREA TO BE A MINIMUM 2' RADIUS FROM TREE TRUNK. GENERAL NOTES: C-8.5 2 TREE PROTECTION DETAIL NTSDRIP LINEPLAN VIEW OF ROOT ZONE 3'-0"3'-0"SEE APPROVED LANDSCAPE PLAN FOR REQUIRED RADIUS OF TREE BARRIER NOTES: 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES. 3. PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON APPROVED PLANS AS BEING RETAINED TO MEET THE REQUIREMENTS OF THE ARTICLE ARE PROTECTED DURING THE CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR INJURY. 4. BEFORE ANY EXCAVATION TAKES PLACE ON THE SUBJECT SITE, A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICIENT TO PUT ON NOTICE ALL CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIPLINE OF SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR. TREE LIMB REMOVAL FOR PRUNING SEE INTERNATIONAL SOCIETY OF ARBORICULTURE SPECS. DEAD TREES AND SCRUB OR UNDER GROWTH SHALL BE CUT FLUSH WITH ADJACENT GRADE. NO GRUBBING ALLOWED UNDER DRIP LINE. 2"x4" STANDARDS + 1"x4" RAILS OR ORANGE SAFETY FENCING MAY BE USED. 6" BARK MULCH, PLACE BARK MULCH AT AREAS NOT PROTECTED BY BARRIER. BARRIER LOCATED AROUND THE DRIP LINEDRIP LINE3 C-8.5 EVERGREEN TREE PLANTING NTS GENERAL NOTES: FASTEN TRUNK TO STAKE WITH TREE RING COMPACT SUBSOIL TO FORM PEDESTAL AND PREVENT NON-DEGRADABLE WRAP IS USED REMOVE TOTALLY FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF BURLAP IF COMPACTED TOPSOIL MIX OR CLEAN SUBSOIL 3" LAYER OF MULCH ABOVE) TO FINISH GRADE AS IT BORE TO PREVIOUS GRADE CROWN OF ROOT BALL SHALL BEAR SAME RELATION (OR SIGHT SETTLING WOODEN SUBSTITUTE. ANCHOR FIRMLY. OF PREVAILING WIND. "T" RAIL IRON STAKE OR ACCEPTABLE LOCATE ANCHOR STAKE 8" AWAY FROM TREE TRUNK ON SIDE CREATE SOIL SAUCER WITH TOPSOIL (MIN. 6") 1. ALL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL (B&B). MINIMUM TREE SIZE IS PER SCHEDULE (MEASURED 6" ABOVE ROOT BALL). 2. REMOVE ALL TREATED OR PLASTIC-COATED BURLAP, STRAPPING, WIRE OR NYLON TWINE FROM ROOT BALL. AFTER SETTING IN HOLE, CUT AWAY TOP AND SIDES OF WIRE BASKET, IT ANY. 3. INSTALL TOP OF PLANT BALL EVEN WITH OR 1" ABOVE EXISTING GRADE. 4. SET TREE IN VERTICAL POSITION PRIOR TO STAKING. 5. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. PLACE 4"-6" OF SEASONED MULCH OR PINE NEEDLES AROUND BASE OF TREE, 3' DIAMETER MINIMUM. 6. GUY WIRES ARE NOT PERMITTED IN STREET RIGHT-OF-WAY. 7. TREE BRACING STRAPS ARE OPTIONAL; USE POLYPROPYLENE WEBBING ONLY. NO WIRE OR ROPE TO BE IN DIRECT CONTACT WITH TRUNK. REMOVE ALL TREE STRAPS AND TRUNK WRAP AFTER ONE GROWING SEASON. 8. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP PAPER (OPTIONAL). SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY. KEEP AWAY FROM TRUNK 1"-2". C-8.5 4 MULTI-STEM TREE NTS6"MIN.PLAN *2X2X8' OAK WOOD STAKES *2 STRANDS, 16 GA. DK. AN. W/RUBBER HOSE 16 GA. WIRE TIED TO WIRE AROUND TRUNK SAUCER BERM PREPARED PLANTING MIX LIMIT OF ROOT BALL MIN. LIMIT OF MULCH RUBBER HOSE *2 STRANDS, 16 GA. DK. AN. WIRE 2X2X8' OAK WOOD STAKES *TREE WRAPPING 3" LAYER OF MULCH 4" SAUCER BERM FINISH GRADE REMOVE TOP 1/3 OR BURLAP FROM B&B TREES PLANTING MIX TAMP SOIL UNDER BALL TO MINIMIZE SETTLEMENT EXISTING SUBGRADE * OPTIONAL GENERAL NOTES 2. REMOVE ALL TREATED OR PLASTIC-COATED BURLAP, STRAPPING WIRE OR NYLON TWINE FROM ROOT BALL. AFTER SETTING IN HOLE, CUT AWAY TOP AND SIDES OF WIRE BASKET, IF ANY. 1. ALL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL (B&B). MINUMUM TREE SIZE IS 2" CAL. (MEASURED 6" ABOVE THE ROOT BALL)' 8" MIN. HEIGHT. 5. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. PLACE 4"-6" OF SEASONED MULCH OR PINE NEEDLES AROUND BASE OF TREE, 3' DIAMETER MINIMUM. 6. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP PAPER (OPTIONAL). SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY. 7. TREE BRACING STRAPS ARE OPTIONAL, USE POLYPROPYLENE WEBBING ONLY. NO WIRE OR ROPE TO BE IN DIRECT CONTACT WITH TRUNK. REMOVE ALL TREE STRAPS AND TRUNK WRAP AFTER ONE GROWING SEASON. 8. ANY TREE PROPOSED FOR PLANTING ON THE STREET RIGHT-OF-WAY MUST BE APPROVED IN ADVANCE BY THE CITY ARBORIST AS TO SPECIES, SIZE AND LOCATION (CITY ONLY). 9. GUY WIRES ARE NOT PERMITTED IN STREET RIGHT-OF-WAY. 4. SET TREE IN VERTICAL POSITION PRIOR TO STAKING. 3. INSTALL TOP OF PLANT BALL EVEN WITH OR 1" ABOVE EXISTING GRADE. KEEP AWAY FROM TRUNK 1"-2" 10. MULCH AREA TO BE A MINIMUM 2' RADIUS FROM TREE TRUNK. 5 C-8.5 SHRUB PLANTING BED NTS TYPICAL BED CROWNING TYPICAL PLANTING BED DETAIL TYPICAL PLANTING BED PLAN 4"12" MIN.10' (EX.) 10" (EX.) ACCEPTABLE PLANT MEDIA NOTES: 1. SCARIFY ROOT MASS OF CONTAINERIZED PLANT MATERIAL. 2. INSTALL CONTAINERIZED PLANTS AT FINISHED GRADE. 3. TAMP PLANTING MIX FIRMLY AS PIT IS FILLED AROUND EACH PLANT BALL. 4. OMIT COLLAR AROUND EACH SHRUB WHEN IRRIGATION SYSTEM IS PRESENT. 5. SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. SPACING VARIES SEE LANDSCAPE PLAN TYP. COLLAR MIN. 2" HT. 4" LAYER OF APPROVED MULCH "V" TRENCH AROUND ENTIRE PLANTING BED EDGE OF PLANTING BED TAMP SOIL MIX UNDER EACH PLANT BALL TO MINIMIZE SETTLEMENT 6" MIN. CROWN HEIGHT IN INCHES EQUALS MEDIAN WIDTH IN FEET TO 12" MAX.FINAL GRADE EXISTING GRADE TYP. STAGGERED ROWS EDGE OF PLANTING BEDEQUAL SPACING BETWEEN ALL PLANTS C-8.5 6 TRIANGULAR SPACING FOR SHRUBS/GROUNDCOVERS NTS PLANT SPACING CHART ROWS"A"SPACING "D" SPACING "D" 6" O.C. 8" O.C. 10" O.C. 12" O.C. 15" O.C. 18" O.C. 24" O.C. ROW "A" 5 3/16" O.C. 6 15/16" O.C. 8 2/3" O.C. 10 3/8" O.C. 13" O.C. 15 9/16" O.C. 20 13/16" O.C. PLANTS / S.F. 4.61 2.60 1.66 1.15 0.73 0.51 0.29 7 C-8.5 SOIL AMENDMENTS NTS MATERIALS A. TOPSOIL 1.TOPSOIL SHALL HAVE A PH VALUE FROM 5.6 - 7.6 AND SHALL BE NATURAL FERTILE, (AGRICULTURAL SOIL, BROWN IN COLOR) UNIFORM FRIABLE LOAM WITHOUT ADMIXTURE OF SUBSOIL CONTAINING ORGANIC MATTER OF 5 PERCENT OR GREATER AND SHALL BE CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. 2.ALL TOPSOIL SHALL PASS A 1 INCH SCREEN AND 40 PERCENT SHALL PASS THE 100 MESH SCREEN. IT SHALL BE FREE OF ANY ADD-MIXTURE OF SUBSOIL, AND CONTAIN NO STONES, LUMPS, CLODS OF HARD EARTH, SLAG, CIDERS, STICKS, PLANTS OR THEIR ROOTS, TRASH OR OTHER EXTRANEOUS MATERIALS. 3.TOPSOIL MUST ALSO BE FREE OF PLANT PARTS OF BERMUDA GRASS, QUACKGRASS, JOHNSONGRASS, NUTSEDGE, POISON IVY, CANADA THISTLE, OR ANY NOXIOUS WEEDS AND SHALL NOT BE CONTAMINATED WITH ANY SUBSTANCE KNOWN HARMFUL TO THE GROWTH OF PLANTS OR HUMANS. 4.TOPSOIL SHALL NOT BE USED FOR PLANTING OPERATIONS WHILE IN A FROZEN OR MUDDY CONDITION. 5.TOPSOIL SOURCES SHALL BE TESTED BY A RECOGNIZED LABORATORY AT THE EXPENSE OF THE CONTRACTOR FOR PH, SOIL TEXTURE AND SOLUBLE SALTS. SALINITY SHALL NOT EXCEED 3 MILS PER CENTIMETER AT 25 DEGREES C AS DETERMINED BY SATURATED SOIL PASTE METHOD AS DESCRIBED IN USDA CIRCULAR #982. TEST RESULTS MUST BE PRESENTED IN WRITING TO THE LANDSCAPE ARCHITECT OR OWNER PRIOR TO PLACEMENT OF TOPSOIL ON SITE. 6.CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CONTROL OF NOXIOUS OR INVASIVE SPECIES INTRODUCED BY CONTAMINATED TOPSOIL. 7.TOPSOIL THAT HAS BEEN STOCKPILED FOR A LONG PERIODS SHALL BE INOCULATED TO REESTABLISH ITS MICROBIAL ACTIVITY. B. MULCH SHALL BE TWICE SHREDDED HARDWOOD, AGED 1 YEAR. C. DOLOMITE LIME SHALL BE AGRICULTURE GRADE GROUND LIMESTONE MEETING ASTM C51 AND CONTAINING NOT LESS THAN 85 PERCENT TOTAL OF CALCIUM MAGNESIUM CARBONATE, FREE OF IMPURITIES, WITH 95 PERCENT PASSING A NUMBER 8 SIEVE AND 40 PERCENT PASSING A NUMBER 100 SIEVE. D. SAND SHALL BE CLEAN, WASHED, COARSE, MASONRY SAND, RIVER SAND ,OR NUMBER 2 BUILDERS SAND MEETING ASTM C 33. E. TRACE ELEMENTS SHALL BE ADDED AS REQUIRED BY SOILS TEST . F. SEWAGE SLUDGE WHEN DESIGNATED IN WRITING, COMPOSTED SEWAGE SLUDGE MAY BE USED AND SHALL BE COMMERCIALLY AVAILABLE, HIGH QUALITY, ENVIRONMENTALLY SAFE, STERILE, EPA APPROVED SOIL PRODUCT FOR AGRONOMIC USE. IT SHALL CONSIST OF SEWAGE SLUDGE WHICH HAS BEEN COMBINED WITH WOOD CHIPS OR OTHER BULKING AGENT, AERATED AND COMPOSTED FOR 21 DAYS INCLUDING 3 DAYS AT 131 DEGREE F. THE SEWAGE SLUDGE SHALL BE AGED, SHREDDED AND SCREENED AND EXHIBIT THE FOLLOWING CHARACTERISTICS: PH:5.6 - 7.7 TOTAL NITROGEN (N)1.2 PERCENT AVAILABLE PHOSPHORIC ACID (P205)1 PERCENT SOLUBLE POTASH (K20).25 PERCENT MICRO-NUTRIENT CONTENT(FE, MN, S, ZN, NI, CU, B) LOW CADMIUM CONTENT EPA APPROVAL PATHOGEN DESTRUCTION G. LEAF MOLD SHALL BE COMPOSTED LEAF MATERIAL, FREE OF NOXIOUS WEEDS AND DETRIMENTAL INSECTS. H. COMMERCIAL FERTILIZER TO MEET FED. SPECIFICATION O-F-241 TYPE 1 GRADE NOTED, LEVEL B. THE FERTILIZER SHALL BE GRANULAR UNLESS PACKETS, TABLETS, OR STAKES TO BE USED WITH MINIMUM OF 50 PERCENT OF TOTAL NITROGEN IN ORGANIC FORM WITH NO CYANAMID COMPOUNDS OR HYDRATED LIME MIXES TO BE ADDED OR FOUND IN THE FERTILIZER. I. OTHER ACCEPTABLE FERTILIZER FORMS: 1. FOR TREES ANUTRI-PAK JRP INTN=L. INC. 17 FOREST AVENUE FOND DU LAC, WISCONSIN 54935 2. AJOBES, PLANT SPIKES - FOR TREES AND SHRUBS. 3. ALAWN PRO OR SIMILAR APPROVED SLOW RELEASE FERTILIZER FOR LAWNS WITH THE FOLLOWING RATIO: 3 NITROGEN 1 PHOSPHORIC ACID 2 POTASH 4. AHOLLY-TONE OR SIMILAR APPROVED WITH CHELATED IRON FOR EVERGREEN PLANTS. J. PEAT 1. SHALL CONFORM TO FEDERAL SPECIFICATION Q-P-166C, PEAT MOSS; PEAT HUMUS; AND PEAT, REED-SEDGE. 2. SHALL BE LOW IN WOODY MATERIAL AND FREE OF MINERAL OR OTHER MATERIAL HARMFUL TO PLANT LIFE. 3. THE MIN. ORGANIC CONTENT TO BE APPROX. 90% WITH ACID REACTION FROM 4-5 PH, AND MOISTURE ABSORPTIVE CAPACITY NOT LESS THAN 450 PERCENT. 4. HUMUS TO BE SHREDDED, DRIED AND STERILIZED TO PASS 1/4 INCH SCREEN. 5. MOSS SHALL BE PULVERIZED AND HORTICULTURAL GRADE SPHAGNUM MOSS FREE OF EXTRANEOUS OR HARMFUL MATERIAL. 6. TO BE FINELY MILLED BLACK MICHIGAN PEAT OR OTHER SIMILAR APPROVED. K. MANURE 1.SHALL BE WELL-ROTTED HORSE OR COW (OR COMBINATION THEREOF) MANURE. NOT TO CONTAIN OVER 25% STRAW OR LITTER. IT SHALL BE FREE OF FRESH MANURE, SAWDUST, WOOD CHIPS, LEATHER CHIPS, TAN BARK, LONG STRAW, SOFT HAY, STONES, FOREIGN INJURIOUS SUBSTANCES OR CHEMICALS USED TO HASTEN DECOMPOSITION. 2.TO BE TWO YEARS OLD MAXIMUM, NINE MONTHS MINIMUM WITH MINIMUM OF THREE TURNINGS WITHIN THIS TIME PERIOD. 3.NO BURNED OR FIRE-FANGED MANURE WILL BE ACCEPTABLE. L. SOIL AMENDMENTS DIATOMACEOUS EARTH SOIL AMENDMENT CONSISTING OF SILICA, ALUMINA, IRON OXIDE AND SHALL HAVE 0.1 TO 1 MICRON PORE SIZE, WITH A MINIMUM OF 113 PERCENT WATER ABSORPTION, MAXIMUM 19 PERCENT LOSS SULPHATE SOUNDNESS, 80 PERCENT TOTAL POROSITY. A TOTAL OF 54 PERCENT TO PASS 10 MESH SCREEN, 98 PERCENT TO PASS 80 MESH SCREEN. C-8.5 8 SUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUESUESUESUE SUESUESUESUESUER/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W W W W W W W W W W W W W W 7 00 8 00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 EX POWER POLE EX POWER POLE EX POWER POLE EX POWER POLE 1.14 AC FIRE DEPT FUTURE DEVELOPMENT PAUL HOWIE, JR. BK. 289, PG. 068 TAX PIN: 06-003-013 NOW OR FORMERLY LEROY A D A M S BK. 191, P G . 7 0 4 TAX PIN: 0 6 - 0 0 3 - 0 1 2 NOW OR F O R M E R L Y FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A JOHN MICHAEL SECREST DB 1126, PG. 241 TAX # 09-402-11A (NOW OR FORMERLY)ROAD 1AIRPORT ROAD S.R. #1349 60' PUBLIC RW AIR P O RT R O A D S. R. #134960' PUBLI C R W EX RW (TYP) EX RW (TYP) R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W ST STSTST R /W R/W R/W R/W R/W R/W R/W R/W R/W R/W OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO T W W W W W W W W W W W W W W W W W W W W W W WWW11+55 8+00 9+00 10+00 11+00 EX POWER POLE EX POWER POLE WESLEY PA R K PLAT CAB. H , F I L E 5 9 7 AVOCET LANEAIRPORT ROAD S.R. # 1 3 4 9 60' PUBLIC RW EX RW (TYP) EX RW (TYP)EX 30" RCP0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL NO R T HKEY MAP SCALE: NTS WE D D I N G T O N RO A D AIRPO R T R O A D AIRPO R T R O A D WEDD ING TONROAD BARREL (TYP.) WORK ZONE 350' W20-7A 48" X 48" W3-4 48" X 48" W20-4 48" X 48"BE PREPARED TO STOP ONE LANE ROAD AHEAD 10' MIN. 20' SPACING MAX PROP. FLAGGER LOCATION (TYP.) 350'350' 350'350'350'GENERAL NOTES: 1. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE PLANS. 2. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. 4. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 8. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN. 9. AIRPORT ROAD TRAFFIC CONTROL SHALL CONFORM TO NCDOT DETAIL #1101.02 (SHEET 1). 10. BARREL SPACING SHALL BE 20' IN TAPERS AND 20' IN TANGENTS ALONG WORK AREAS. 11. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. W = 6 FT S = 45 MPH LMIN = (6 X 45) = 270 FT 50' BUFFER 100' SHIFTING TAPER 100' 50' BUFFE R 100' D O W N S T R E A M T A P E R 50'PRI V A T E ROA D WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 AIRPORT ROAD - PHASE I TRAFFIC CONTROL PLAN N/A FJM ATB ATB C-9.0 10/18/2019 2:41 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY TRAFFIC CONTROL PLAN.DWG PRIV A T E ROA D MATCHLINE AMATCHLINE APROP. FLAGGER LOCATIO N AIRPORT ROAD PHASE I AIRPORT ROAD PHASE I WORK ZONE W3-4 48" X 48" W20-4 48" X 48"BE PREPARED TO STOP ONE LANE ROAD AHEAD PROP. FLAGGER LOCATION W20-7A 48" X 48" PROP. FLAGGER LOCATION SUESUESUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUESUESUESUE SUESUESUESUESUER/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W W W W W W W W W W W W W W 7 00 8 00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 EX POWER POLE EX POWER POLE EX POWER POLE EX POWER POLE 1.14 AC FIRE DEPT FUTURE DEVELOPMENT PAUL HOWIE, JR. BK. 289, PG. 068 TAX PIN: 06-003-013 NOW OR FORMERLY LEROY A D A M S BK. 191, P G . 7 0 4 TAX PIN: 0 6 - 0 0 3 - 0 1 2 NOW OR F O R M E R L Y FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A JOHN MICHAEL SECREST DB 1126, PG. 241 TAX # 09-402-11A (NOW OR FORMERLY)ROAD 1AIRPORT ROAD S.R. #1349 60' PUBLIC RW AIR P O RT R O A D S. R. #134960' PUBLI C R W EX RW (TYP) EX RW (TYP) R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W ST STSTST R /W R/W R/W R/W R/W R/W R/W R/W R/W R/W OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO T W W W W W W W W W W W W W W W W W W W W W W WWW11+55 8+00 9+00 10+00 11+00 EX POWER POLE EX POWER POLE WESLEY PA R K PLAT CAB. H , F I L E 5 9 7 AVOCET LANEAIRPORT ROAD S.R. # 1 3 4 9 60' PUBLIC RW EX RW (TYP) EX RW (TYP)EX 30" RCP0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL NO R T HKEY MAP SCALE: NTS WE D D I N G T O N RO A D AIRPO R T R O A D AIRPO R T R O A D WEDD ING TONROAD BARREL (TYP.) WORK ZONE 350' W20-7A 48" X 48" W3-4 48" X 48" W20-4 48" X 48"BE PREPARED TO STOP ONE LANE ROAD AHEAD 20' SPACING MAX PROP. FLAGGER LOCATION (TYP.) 350'350' 350'350'350'GENERAL NOTES: 1. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE PLANS. 2. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. 4. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 8. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN. 9. AIRPORT ROAD TRAFFIC CONTROL SHALL CONFORM TO NCDOT DETAIL #1101.02 (SHEET 1). 10. BARREL SPACING SHALL BE 20' IN TAPERS AND 20' IN TANGENTS ALONG WORK AREAS. 11. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. W = 12 FT S = 45 MPH LMIN = (12 X 45) = 540 FT 50' BUFFER 100' SHIFTING TAPER 100' 50' BUF F E R 100' D O W N S T R E A M T A P E R 50' PRI V A T E ROA D WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 AIRPORT ROAD - PHASE II TRAFFIC CONTROL PLAN N/A FJM ATB ATB C-9.1 10/18/2019 2:41 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY TRAFFIC CONTROL PLAN.DWG PRIV A T E ROA D MATCHLINE BMATCHLINE BPROP. FLAGGER LOCATIO N AIRPORT ROAD PHASE II AIRPORT ROAD PHASE II WORK ZONE W20-7A 48" X 48" PROP. FLAGGER LOCATION W3-4 48" X 48" W20-4 48" X 48"BE PREPARED TO STOP ONE LANE ROAD AHEAD PROP. FLAGGER LOCATION R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSTST0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 EX POWER POLE EX FH DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011E (NOW OR FORMERLY) FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A EX FENCE TO REMAIN EX TELECOMMUNICATION LINE TO REMAIN EX RW (T Y P ) PROP R W ( T Y P ) EX RW TO ABANDONED EX RW (TYP) PROP RW (TYP) EX RW T O B E A B A N D O N E D WEDDINGTON ROAD NC. HWY 84 FUTURE 100' PUBLIC RW 12.50' EX SIGN EX SIGN EX 48" RCPSUESUESUESUER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W FH WV R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W STSTX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSSSSSSSSSOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOT T WW W W W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 EX SANITARY SEWER MH TO REMAIN EX CULVERT EX CULVERT EX SANITARY SEWER MH EX 18" RCP EX FH EX TELECOM S T R U C T U R E T O B E RELOCATED . C O N T R A C T O R T O COORDINATE W I T H U T I L I T Y C O M P A N Y FOR RELOCA T I O N EX POWER POLE DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 (NOW OR FORMERLY) FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A ROAD 5EX RW (TYP)FLOOD PL AI N LIMITS FLOOD PL AI N LIMIT S FLOODPLAIN LIMITS EX RW ( T Y P ) EX RW TO BE ABANDONED PROP. RW (TYP) EX RW (TYP) EX RW TO BE ABANDONED PROP. RW (TYP) EX RW (TYP) EX RW T O B E A B A N D O N E D WEDDINGTON ROAD NC. HWY 84 FUTURE 100' PUBLIC RW 12.50' 12.50'12.50' EX SIGN TO B E R E L O C A T E D .STSTEX POWER POLE STSTEX 15" RCPEX 15" RCP EX TELECOM STRUCTURE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR RELOCATIONEX WL0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL NO R T HKEY MAP SCALE: NTS WE D D I N G T O N RO A D AIRPO R T R O A D AIRPO R T R O A D WEDD ING TONROAD PROP. FLAGGER LOCATION WORK ZONE 500'500'500'50' BUFFER100' DOWNSTREAM TAPER50' W = 6 FT S = 55 MPH LMIN = 6 X 55 = 330 FT BARREL (TYP.) 20' MAX WEDDINGTON ROAD IMPROVEMENTS PHASE I TRAFFIC CONTROL PLAN WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD-PHASE I TRAFFIC CONTROL PLAN N/A FJM ATB ATB C-9.2 10/18/2019 2:41 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY TRAFFIC CONTROL PLAN.DWG W20-7A 48" X 48" W20-4 48" X 48" W3-4 48" X 48"BE PREPARED TO STOP ONE LANE ROAD AHEAD GENERAL NOTES: 1. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE PLANS. 2. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. 4. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 8. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN. 9. AIRPORT ROAD TRAFFIC CONTROL SHALL CONFORM TO NCDOT DETAIL #1101.02 (SHEET 1). 10. BARREL SPACING SHALL BE 20' IN TAPERS AND 20' IN TANGENTS ALONG WORK AREAS. 11. ALL WORK REQUIRING LANE CLOSURE ON NC 84 MUST BE NIGHT WORK BETWEEN THE HOURS OF 9 PM AND 6 AM. 12. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD.MATCHLINE CMATCHLINE CWEDDINGTON ROAD IMPROVEMENTS PHASE I TRAFFIC CONTROL PLAN MATCHLINE SHEET C-9.3WORK ZONE WORK ZO N E WORK ZO N E SUESUER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W STSTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 EX FH DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 (NOW OR FORMERLY) FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A EX TELECOM STRUCTURE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR RELOCATIONROAD 9EX RW TO BE ABANDONED EX RW (TYP) WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RW EX RW (TYP) PROP. RW (TYP) PROP. RW (TYP) EX RW TO BE ABANDONED PROP RW (TYP) WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RW 12.50'12.50' EX SIGN EX SIGN TO BE RELOCATED EX 30" RCPEX 15" RCP R/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/W XXXR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WOEOE OE OE OE OE OE OE OE OE OE GAS GAS GAS FO FO FO FO W W UGP UGP 32+00 32+78 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 (NOW OR FORMERLY) FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A ST JOHN'S FOREST HOABK. 3645, PG. 884TAX PIN: 09-402-308ST JOHN'S FOREST HOA BK. 6787, PG. 862 TAX PIN: 09-402-309 SECREST GROVE BAPTIST CHURCH INC BK. 5573, PG. 366 TAX PIN: 09-405-014 (NOW OR FORMERLY) SECREST GROVE BAPTIST CHURCH INC BK. 5573, PG. 366 TAX PIN: 09-405-014 (NOW OR FORMERLY) HELM'S LEON BK. W13E, PG. 0023 TAX PIN: 09-405-015 (NOW OR FORMERLY) WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RWJOHNS FORESTLANEPROP. RW (TYP) EX RW TO BE ABANDONED EX RW (TYP) EX RW (TYP) EX RW (TYP) 12.50'EX SIGN 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL NO R T HKEY MAP SCALE: NTS WE D D I N G T O N RO A D AIRPO R T R O A D AIRPO R T R O A D WEDD ING TONROAD PROP. FLAGGER LOCATION (TYP.) 100' SHIFTING TAPER 100' 500'500'500' W20-7A 48" X 48" W3-4 48" X 48" W20-4 48" X 48"BE PREPARED TO STOP ONE LANE ROAD AHEAD W = 10 FT S = 55 MPH LMIN = 10 X 55 = 550 FT GENERAL NOTES: 1. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE PLANS. 2. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. 4. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 8. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN. 9. AIRPORT ROAD TRAFFIC CONTROL SHALL CONFORM TO NCDOT DETAIL #1101.02 (SHEET 1). 10. BARREL SPACING SHALL BE 20' IN TAPERS AND 20' IN TANGENTS ALONG WORK AREAS. 11. ALL WORK REQUIRING LANE CLOSURE ON NC 84 MUST BE NIGHT WORK BETWEEN THE HOURS OF 9 PM AND 6 AM. 12. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD-PHASE I TRAFFIC CONTROL PLAN N/A FJM ATB ATB C-9.3 10/18/2019 2:41 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY TRAFFIC CONTROL PLAN.DWG WEDDINGTON ROAD IMPROVEMENTS PHASE I TRAFFIC CONTROL PLANMATCHLINE SHEET C-9.2WEDDINGTON ROAD IMPROVEMENTS PHASE I TRAFFIC CONTROL PLAN MATCHLINE DMATCHLINE D50' BUFFER PROP. FLAGGER LOCATION (TYP.) WORK ZONE WORK ZONE WORK ZONE R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSTST0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 EX POWER POLE EX FH DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011E (NOW OR FORMERLY) FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A EX FENCE TO REMAIN EX TELECOMMUNICATION LINE TO REMAIN EX RW (T Y P ) PROP R W ( T Y P ) EX RW TO ABANDONED EX RW (TYP) PROP RW (TYP) EX RW T O B E A B A N D O N E D WEDDINGTON ROAD NC. HWY 84 FUTURE 100' PUBLIC RW 12.50' EX SIGN EX SIGN EX 48" RCPSUESUESUESUER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W FH WV R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W STSTX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSSSSSSSSSOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOT T WW W W W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 EX SANITARY SEWER MH TO REMAIN EX CULVERT EX CULVERT EX SANITARY SEWER MH EX 18" RCP EX FH EX TELECOM S T R U C T U R E T O B E RELOCATED . C O N T R A C T O R T O COORDINATE W I T H U T I L I T Y C O M P A N Y FOR RELOCA T I O N EX POWER POLE DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 (NOW OR FORMERLY) FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A ROAD 5EX RW (TYP)FLOOD PL AI N LIMITS FLOOD PL AI N LIMIT S FLOODPLAIN LIMITS EX RW ( T Y P ) EX RW TO BE ABANDONED PROP. RW (TYP) EX RW (TYP) EX RW TO BE ABANDONED PROP. RW (TYP) EX RW (TYP) EX RW T O B E A B A N D O N E D WEDDINGTON ROAD NC. HWY 84 FUTURE 100' PUBLIC RW 12.50' 12.50'12.50' EX SIGN TO B E R E L O C A T E D .STSTEX POWER POLE STSTEX 15" RCPEX 15" RCP EX TELECOM STRUCTURE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR RELOCATIONEX WL0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL NO R T HKEY MAP SCALE: NTS WE D D I N G T O N RO A D AIRPO R T R O A D AIRPO R T R O A D WEDD ING TONROAD W20-7A 48" X 48" PROP. FLAGGER LOCATION WORK ZONE W3-4 48" X 48" W20-4 48" X 48"BE PREPARED TO STOP ONE LANE ROAD AHEAD 500'500'500' 50' BUFFER100' DOWNSTREAM TAPER 50' W = 10 FT S = 55 MPH LMIN = 10 X 55 = 550 FT BARREL (TYP.) 20' MAX WEDDINGTON ROAD IMPROVEMENTS PHASE II TRAFFIC CONTROL PLAN GENERAL NOTES: 1. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE PLANS. 2. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. 4. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 8. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN. 9. AIRPORT ROAD TRAFFIC CONTROL SHALL CONFORM TO NCDOT DETAIL #1101.02 (SHEET 1). 10. BARREL SPACING SHALL BE 20' IN TAPERS AND 20' IN TANGENTS ALONG WORK AREAS. 11. ALL WORK REQUIRING LANE CLOSURE ON NC 84 MUST BE NIGHT WORK BETWEEN THE HOURS OF 9 PM AND 6 AM. 12. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD-PHASE II TRAFFIC CONTROL PLAN N/A FJM ATB ATB C-9.4 10/18/2019 2:41 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY TRAFFIC CONTROL PLAN.DWG MATCHLINE EMATCHLINE EWEDDINGTON ROAD IMPROVEMENTS PHASE II TRAFFIC CONTROL PLAN MATCHLINE SHEET C-9.5WORK ZONE WORK ZO N E WORK ZO N E SUESUER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W STSTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 EX FH DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 (NOW OR FORMERLY) FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A EX TELECOM STRUCTURE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR RELOCATIONROAD 9EX RW TO BE ABANDONED EX RW (TYP) WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RW EX RW (TYP) PROP. RW (TYP) PROP. RW (TYP) EX RW TO BE ABANDONEDEX RW TO BE ABANDONED PROP RW (TYP) WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RW 12.50'12.50' EX SIGN EX SIGN TO BE RELOCATED EX 30" RCPEX 15" RCP R/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/W XXR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WOEOE OE OE OE OE OE OE OE OE OE GAS GAS GAS FO FO FO W W UGP UGP 32+00 32+78 DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 (NOW OR FORMERLY) FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A ST JOHN'S FOREST HOABK. 3645, PG. 884TAX PIN: 09-402-308ST JOHN'S FOREST HOA BK. 6787, PG. 862 TAX PIN: 09-402-309 SECREST GROVE BAPTIST CHURCH INC BK. 5573, PG. 366 TAX PIN: 09-405-014 (NOW OR FORMERLY) SECREST GROVE BAPTIST CHURCH INC BK. 5573, PG. 366 TAX PIN: 09-405-014 (NOW OR FORMERLY) HELM'S LEON BK. W13E, PG. 0023 TAX PIN: 09-405-015 (NOW OR FORMERLY) WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RWJOHNS FORESTLANEPROP. RW (TYP) EX RW TO BE ABANDONED EX RW (TYP) EX RW (TYP) EX RW (TYP) 12.50'EX SIGN 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL NO R T HKEY MAP SCALE: NTS WE D D I N G T O N RO A D AIRPO R T R O A D AIRPO R T R O A D WEDD ING TONROAD PROP. FLAGGER LOCATION (TYP.) 100' SHIFTING TAPER 100' 500'500'500' W20-7A 48" X 48" W3-4 48" X 48" W20-4 48" X 48"BE PREPARED TO STOP ONE LANE ROAD AHEAD W = 10 FT S = 55 MPH LMIN = 10 X 55 = 550 FT GENERAL NOTES: 1. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE PLANS. 2. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. 4. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 8. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN. 9. AIRPORT ROAD TRAFFIC CONTROL SHALL CONFORM TO NCDOT DETAIL #1101.02 (SHEET 1). 10. BARREL SPACING SHALL BE 20' IN TAPERS AND 20' IN TANGENTS ALONG WORK AREAS. 11. ALL WORK REQUIRING LANE CLOSURE ON NC 84 MUST BE NIGHT WORK BETWEEN THE HOURS OF 9 PM AND 6 AM. 12. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD-PHASE II TRAFFIC CONTROL PLAN N/A FJM ATB ATB C-9.5 10/18/2019 2:41 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY TRAFFIC CONTROL PLAN.DWG WEDDINGTON ROAD IMPROVEMENTS PHASE II TRAFFIC CONTROL PLANMATCHLINE SHEET C-9.4WEDDINGTON ROAD IMPROVEMENTS PHASE II TRAFFIC CONTROL PLAN MATCHLINE DMATCHLINE D50' BUFFER WORK ZONE WORK ZONE WORK ZONE AIRPORT RD (NC 1349) (STA 0+00 TO STA 11+80) HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 630 635 640 645 650 630 635 640 645 650 0+00633.27633.270+50633.42633.421+00634.14634.141+50634.66634.662+00635.41635.412+50635.63635.633+00636.12636.123+50636.68636.684+00637.35637.354+50638.23638.235+00639.00639.005+50639.00639.006+00639.00639.006+50639.01639.017+00639.02639.027+50639.03639.038+00639.03639.038+50639.01639.019+00639.00639.009+50638.59638.5910+00637.84637.8410+50637.25637.2511+00636.69636.6911+50636.12636.1211+80 1.74% 0.00% -1.24% 0.52% 1.06%PVI STA. = 0+00.00PVI ELEV = 633.27PVI STA. = 11+55.90PVI ELEV = 636.02LOW PT STA = 3+42.13 LOW PT ELEV = 636.57 PVI STA = 3+74.92 PVI ELEV = 636.92 A.D. = -0.69 K = 95.63 65.58' VC BVCS: 3+42.13BVCE: 636.57EVCS: 4+07.71EVCE: 637.49LOW PT STA = 0+33.56 LOW PT ELEV = 633.44 PVI STA = 0+58.56 PVI ELEV = 633.58 A.D. = -0.53 K = 93.68 50.00' VC BVCS: 0+33.56BVCE: 633.44EVCS: 0+83.56EVCE: 633.84HIGH PT STA = 5+45.68 HIGH PT ELEV = 639.01 PVI STA = 4+94.92 PVI ELEV = 639.01 A.D. = 1.74 K = 58.25 101.52' VC BVCS: 4+44.16BVCE: 638.13EVCS: 5+45.68EVCE: 639.01HIGH PT STA = 8+64.94 HIGH PT ELEV = 639.01 PVI STA = 9+14.94 PVI ELEV = 639.01 A.D. = 1.24 K = 80.46 100.00' VC BVCS: 8+64.94BVCE: 639.01EVCS: 9+64.94EVCE: 638.39END ROADWAYIMPROVEMENTSSTA 11+03.00INTERSECTION C/LAIRPORT ROAD ANDROAD 1 STA 4+88.33BEGIN ROADWAYIMPROVEMENTSSTA 0+50.00EXISTING GROUND 11+55 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/WOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWW 8 00 000EX POWER POLE EX POWER POLE EX POWER POLE EX POWER POLE EX CULVERT EX POWER POLE EX POWER POLE 1.14 AC FIRE DEPT FUTURE DEVELOPMENT WESLEY PA R K PLAT CAB. H , F I L E 5 9 7 FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A MONROE TOWNSHIP FARMS DB 7279, PG. 602 TAX # 09-402-11C (NOW OR FORMERLY) SUE SUE SUE SUE SUESUESUESUESUESUESUESUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUE SUESUESUESUESUEROAD 1EX RW (TYP)AVOCET LANEEX RW (TYP) EX RW (TYP)EX RW (TYP) AIRPORT ROAD SR #1349 60' PUBLIC RW EX 30" RCPEX 24" WATERMAIN 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL NO R T HKEY MAP SCALE: NTS WE D D I N G T O N RO A D AIRPO R T R O A D AIRPO R T R O A D WEDD ING TONROAD EXISTING GROUND ALL EXISTING CROSSINGS SHOWN IN THE PROFILE ARE APPROXIMATE LOCATIONS AND ASSUMED DEPTHS. CONTRACTOR TO VERIFY SIZE, DEPTH, AND LOCATION PRIOR TO CONSTRUCTION. PROFILE LEGEND PROPOSED R/W LINE (TYP) PLAN LEGEND EX. SANITARY SEWER EX. WATER MAIN EX. STORM SYSTEM SS W W ST ST ST ST PROP. RIGHT-OF-WAY R/W R/W EX. RIGHT-OF-WAY R/W R/W FOEX. FIBER OPTIC EX. GAS LINE GAS EX. TELECOMMUNICATION LINE EX. OVERHEAD ELECTRIC LINE OE ROAD WIDENING AREA PROPOSED SIDEWALK NOTES: 1.ALL CONSTRUCTION AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE TO NCDOT STANDARDS AND SPECIFICATIONS, AASHTO'S "A POLICY OF GEOMETRIC DESIGN OF HIGHWAYS AND STREETS" CURRENT EDITION AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). 2.EXISTING UTILITIES (ELECTRIC, CABLE, TELEPHONE, GAS, ETC) TO BE REMOVED/RELOCATED SHALL BE DONE BY OTHERS AND PAID FOR BY CONTRACTOR UNLESS PREVIOUS NEGOTIATIONS HAVE BEEN MADE WITH OWNER. ALL OTHER UTILITIES (WATER, SEWER, STORM AND IRRIGATION) SHALL BE REMOVED BY CONTRACTOR. 3.ROADWAY STRIPING SHALL BE 2018 NCDOT STANDARDS AND SPECIFICATION. SEE STRIPING PLAN, SHEET C-9.11. 4.ANY DISCREPANCIES BETWEEN THESE PLANS AND WHAT IS IN THE FIELD SHALL BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. 5.REFER TO C-9.0 & C-9.1 FOR TRAFFIC CONTROL PLAN. 6.PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. 7.ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY ARE TO BE REMOVED FROM THE CLEAR RECOVERY ZONE (18'-20' FROM THE EDGE OF FUTURE PAVEMENT AND/OR A MIN. 10' BEHIND THE CURB. WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 AIRPORT ROAD PLAN AND PROFILE 1"=4' FJM ATB ATB C-9.6 10/18/2019 2:42 PM ANDREW BREIT N:\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY PLAN AND PROFILE.DWG 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 09-020-11 (NOW OR FORMERLY) FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A SUESUESUESUESUER/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W KEELS RD(SR 1350)EX RW T O B E ABAND O N E D EX RW (T Y P ) EX FENCE TO REMAIN EX TELECOMMUNICATION LINE TO REMAIN PROP R W ( T Y P ) EX RW TO BE ABANDONED EX RW (TYP) PROP RW (TYP) WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RW EX POWER POLE EX FH EX P O W E R P O L EEX 48" RCPEX CULVERT TO REMAIN EX CULVERT TO REMAIN 12.50' PROP G U A R D R A I L ( T Y P ) PRO P G U A R D R A I L ( T Y P ) EX 16" WATERMAIN EX 16" I N LINE V A L V E WEDDINGTON RD (NC 84) (STA -0+30 TO STA 9+50) HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 600 605 610 615 620 625 630 600 605 610 615 620 625 630 0+00626.53626.530+50624.93624.931+00623.17623.171+50621.45621.452+00619.93619.932+50618.46618.463+00617.26617.263+50616.32616.324+00615.53615.534+50615.38615.385+00615.48615.485+50615.84615.846+00616.17616.176+50616.64616.647+00617.05617.057+50617.45617.458+00617.58617.588+50617.42617.429+00617.32617.329+50616.92616.92-3.3 3 % 0.74% PVI STA. = 0+00.00 PVI ELEV = 626.53 LOW PT STA = 4+57.34 LOW PT ELEV = 615.38 PVI STA = 3+61.96 PVI ELEV = 614.47 A.D. = -4.07 K = 73.69 300.00' VC BVCS: 2+11.96BVCE: 619.47EVCS: 5+11.96EVCE: 615.59HIGH PT STA = 8+22.26 HIGH PT ELEV = 617.55 PVI STA = 8+30.47 PVI ELEV = 617.95 A.D. = 1.61 K = 123.84 200.00' VC BVCS: 7+30.47BVCE: 617.21EVCS: 9+30.47EVCE: 617.07BEGIN ROADWAYIMPROVEMENTSSTA 0+50.00EXISTING GROUND EXISTING 48" RCP INV=607.90 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL NO R T HKEY MAP SCALE: NTS WE D D I N G T O N RO A D AIRPO R T R O A D AIRPO R T R O A D WEDD ING TONROAD EXISTING GROUND ALL EXISTING CROSSINGS SHOWN IN THE PROFILE ARE APPROXIMATE LOCATIONS AND ASSUMED DEPTHS. CONTRACTOR TO VERIFY SIZE, DEPTH, AND LOCATION PRIOR TO CONSTRUCTION. NOTES: 1.ALL CONSTRUCTION AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE TO NCDOT STANDARDS AND SPECIFICATIONS, AASHTO'S "A POLICY OF GEOMETRIC DESIGN OF HIGHWAYS AND STREETS" CURRENT EDITION AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). 2.EXISTING UTILITIES (ELECTRIC, CABLE, TELEPHONE, GAS, ETC) TO BE REMOVED/RELOCATED SHALL BE DONE BY OTHERS AND PAID FOR BY CONTRACTOR UNLESS PREVIOUS NEGOTIATIONS HAVE BEEN MADE WITH OWNER. ALL OTHER UTILITIES (WATER, SEWER, STORM AND IRRIGATION) SHALL BE REMOVED BY CONTRACTOR. 3.ROADWAY STRIPING SHALL BE 2018 NCDOT STANDARDS AND SPECIFICATION. SEE STRIPING PLAN, SHEET C-9.11. 4.ANY DISCREPANCIES BETWEEN THESE PLANS AND WHAT IS IN THE FIELD SHALL BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. 5.REFER TO C-9.2 & C-9.4 FOR TRAFFIC CONTROL PLAN. 6.ALL WORK REQUIRING LANE CLOSURE ON NC 84 MUST BE NIGHT WORK BETWEEN THE HOURS OF 9 PM AND 6 AM. 7.PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. 7.ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY ARE TO BE REMOVED FROM THE CLEAR RECOVERY ZONE (18'-20' FROM THE EDGE OF FUTURE PAVEMENT AND/OR A MIN. 10' BEHIND THE CURB. PROFILE LEGEND PLAN LEGEND EX. SANITARY SEWER EX. WATER MAIN EX. STORM SYSTEM SS W W ST ST ST ST PROP. RIGHT-OF-WAY R/W R/W EX. RIGHT-OF-WAY R/W R/W FOEX. FIBER OPTIC EX. GAS LINE GAS EX. TELECOMMUNICATION LINE EX. OVERHEAD ELECTRIC LINE OE ROAD WIDENING AREA PROPOSED SIDEWALK WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD PLAN AND PROFILE 1"=4' FJM ATB ATB C-9.7 10/18/2019 2:42 PM ANDREW BREIT N:\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY PLAN AND PROFILE.DWG MATCHLINE SHEET C-9.8PROP. 5' CONCRETE SIDEWALK. CONTRACTOR TO INSTALL MATCHING EXISTING GRADE WITH A MAXIMUM 2% CROSS SLOPE. CONTRACTOR TO STOP SIDEWALK INSTALLATION WHERE WEDDINGTON ROAD IS A HIGHER ELEVATION THAN THE PROPOSED SIDEWALK LOCATION. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 FH WV R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W X X X X X X X X X XXXXXXXXXXXXXXXXXXSSSSSSSSSSSSOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO TW W W W W W W W W W W W W W WW W W W W W W EX FH SUESUESUESUESUESUER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W KEELS RD(SR 1350)FLOOD PL AI N LIMIT S FLOODPLAI N LIMITS WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RW EX RW TO BE ABANDONED PROP. RW (TYP) EX RW (TYP)STEX SANITARY SEWER MH TO REMAIN EX CULVERT EX CULVERT EX SANITARY SEWER MHEX 18" RCP EX TELECOM STRUCTURE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR RELOCATION EX POWER P O L E 12.50' 12.50'STPROPOSED GUARDRAIL (TYP) PROP GU A R D R A I L ( T Y P ) PROP GUAR D R A I L ( T Y P ) LINE VAL V E EX 16" WATE R M A I N PROP. 20' U T I L I T Y EASEMENT EX 16" IN LINE VAVLE WEDDINGTON RD (NC 84) (STA 9+50 TO STA 16+50) HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 600 605 610 615 620 625 630 600 605 610 615 620 625 630 9+50616.92616.9210+00616.52616.5210+50616.15616.1511+00615.78615.7811+50615.08615.0812+00614.47614.4712+50614.26614.2613+00613.83613.8313+50613.32613.3214+00613.41613.4114+50614.17614.1715+00614.93614.9315+50615.93615.9316+00617.26617.2616+50618.65618.65-0.87% -0.99% 1.71% LOW PT STA = 13+63.05 LOW PT ELEV = 613.28 PVI STA = 13+76.22 PVI ELEV = 612.97 A.D. = -2.70 K = 37.03 100.00' VC BVCS: 13+26.22BVCE: 613.47EVCS: 14+26.22EVCE: 613.82LOW PT STA = 15+06.08 LOW PT ELEV = 615.19 PVI STA = 15+51.08 PVI ELEV = 615.95 A.D. = -1.22 K = 74.07 90.00' VC BVCS: 15+06.08BVCE: 615.19EVCS: 15+96.08EVCE: 617.27HIGH PT STA = 11+44.43 HIGH PT ELEV = 615.20 PVI STA = 12+04.43 PVI ELEV = 614.68 A.D. = 0.12 K = 992.77 120.00' VC BVCS: 11+44.43BVCE: 615.20EVCS: 12+64.43EVCE: 614.08EXISTING 8" SS INV=601.45 EXISTING GROUND INTERSECTION C/LWEDDINGTON ROAD ANDROAD 9 STA 9+56.35EX CULVERT INV=602.60 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL PROP. 5' CONCRETE SIDEWALK. CONTRACTOR TO INSTALL MATCHING EXISTING GRADE WITH A MAXIMUM 2% CROSS SLOPE. CONTRACTOR TO STOP SIDEWALK INSTALLATION WHERE WEDDINGTON ROAD IS A HIGHER ELEVATION THAN THE PROPOSED SIDEWALK LOCATION.NO R T HKEY MAP SCALE: NTS WE D D I N G T O N RO A D AIRPO R T R O A D AIRPO R T R O A D WEDD ING TONROAD EXISTING GROUND ALL EXISTING CROSSINGS SHOWN IN THE PROFILE ARE APPROXIMATE LOCATIONS AND ASSUMED DEPTHS. CONTRACTOR TO VERIFY SIZE, DEPTH, AND LOCATION PRIOR TO CONSTRUCTION. PROFILE LEGEND PLAN LEGEND EX. SANITARY SEWER EX. WATER MAIN EX. STORM SYSTEM SS W W ST ST ST ST PROP. RIGHT-OF-WAY R/W R/W EX. RIGHT-OF-WAY R/W R/W FOEX. FIBER OPTIC EX. GAS LINE GAS EX. TELECOMMUNICATION LINE EX. OVERHEAD ELECTRIC LINE OE ROAD WIDENING AREA PROPOSED SIDEWALK WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD PLAN AND PROFILE 1"=4' FJM ATB ATB C-9.8 10/18/2019 2:42 PM ANDREW BREIT N:\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY PLAN AND PROFILE.DWG NOTES: 1.ALL CONSTRUCTION AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE TO NCDOT STANDARDS AND SPECIFICATIONS, AASHTO'S "A POLICY OF GEOMETRIC DESIGN OF HIGHWAYS AND STREETS" CURRENT EDITION AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). 2.EXISTING UTILITIES (ELECTRIC, CABLE, TELEPHONE, GAS, ETC) TO BE REMOVED/RELOCATED SHALL BE DONE BY OTHERS AND PAID FOR BY CONTRACTOR UNLESS PREVIOUS NEGOTIATIONS HAVE BEEN MADE WITH OWNER. ALL OTHER UTILITIES (WATER, SEWER, STORM AND IRRIGATION) SHALL BE REMOVED BY CONTRACTOR. 3.ROADWAY STRIPING SHALL BE 2018 NCDOT STANDARDS AND SPECIFICATION. SEE STRIPING PLAN, SHEET C-9.11. 4.ANY DISCREPANCIES BETWEEN THESE PLANS AND WHAT IS IN THE FIELD SHALL BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. 5.REFER TO C-9.2 & C-9.4 FOR TRAFFIC CONTROL PLAN. 6.ALL WORK REQUIRING LANE CLOSURE ON NC 84 MUST BE NIGHT WORK BETWEEN THE HOURS OF 9 PM AND 6 AM. 7.PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. 7.ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY ARE TO BE REMOVED FROM THE CLEAR RECOVERY ZONE (18'-20' FROM THE EDGE OF FUTURE PAVEMENT AND/OR A MIN. 10' BEHIND THE CURB.MATCHLINE SHEET C-9.7MATCHLINE SHEET C-9.9 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 FH WV R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOTTWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W EX FH EX FH FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011ASUESUESUESUE R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/W DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 (NOW OR FORMERLY)ROAD 9EX RW TO BE ABANDONED EX RW (TYP) EX TELECOMMUNICATION LINE TO REMAIN PROP. RW (TYP) WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RW EX RW TO BE ABANDONED PROP. RW (TYP) EX RW (TYP)EX TELECOM STRUCTURE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR RELOCATION EX TELECOM STRUCTURE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR RELOCATION STSTEX 15" RCPEX 15" RCPEX WLEX 15" RCP 12.50'12.50'12.50' PROPOSED GUARDRAIL (TYP) EX 16" IN LINE VAVLE WEDDINGTON RD (NC 84) (STA 16+50 TO STA 25+00) HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 615 620 625 630 635 640 645 650 615 620 625 630 635 640 645 650 16+50618.65618.6517+00620.02620.0217+50621.56621.5618+00623.06623.0618+50624.56624.5619+00626.13626.1319+50627.66627.6620+00629.15629.1520+50630.67630.6721+00632.13632.1321+50633.55633.5522+00634.80634.8022+50635.84635.8423+00636.79636.7923+50637.61637.6124+00638.12638.1224+50638.38638.3825+00638.63638.632.92% HIGH PT STA = 24+50.00 HIGH PT ELEV = 638.34 PVI STA = 22+95.00 PVI ELEV = 637.68 A.D. = 2.49 K = 124.27 310.00' VC BVCS: 21+40.00BVCE: 633.15EVCS: 24+50.00EVCE: 638.34EXISTING GROUND EXISTING 15" RCP INV=625.02 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL NO R T HKEY MAP SCALE: NTS WE D D I N G T O N RO A D AIRPO R T R O A D AIRPO R T R O A D WEDD ING TONROAD EXISTING GROUND ALL EXISTING CROSSINGS SHOWN IN THE PROFILE ARE APPROXIMATE LOCATIONS AND ASSUMED DEPTHS. CONTRACTOR TO VERIFY SIZE, DEPTH, AND LOCATION PRIOR TO CONSTRUCTION. PROFILE LEGEND PLAN LEGEND EX. SANITARY SEWER EX. WATER MAIN EX. STORM SYSTEM SS W W ST ST ST ST PROP. RIGHT-OF-WAY R/W R/W EX. RIGHT-OF-WAY R/W R/W FOEX. FIBER OPTIC EX. GAS LINE GAS EX. TELECOMMUNICATION LINE EX. OVERHEAD ELECTRIC LINE OE ROAD WIDENING AREA PROPOSED SIDEWALK WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD PLAN AND PROFILE 1"=4' FJM ATB ATB C-9.9 10/18/2019 2:43 PM ANDREW BREIT N:\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY PLAN AND PROFILE.DWG NOTES: 1.ALL CONSTRUCTION AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE TO NCDOT STANDARDS AND SPECIFICATIONS, AASHTO'S "A POLICY OF GEOMETRIC DESIGN OF HIGHWAYS AND STREETS" CURRENT EDITION AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). 2.EXISTING UTILITIES (ELECTRIC, CABLE, TELEPHONE, GAS, ETC) TO BE REMOVED/RELOCATED SHALL BE DONE BY OTHERS AND PAID FOR BY CONTRACTOR UNLESS PREVIOUS NEGOTIATIONS HAVE BEEN MADE WITH OWNER. ALL OTHER UTILITIES (WATER, SEWER, STORM AND IRRIGATION) SHALL BE REMOVED BY CONTRACTOR. 3.ROADWAY STRIPING SHALL BE 2018 NCDOT STANDARDS AND SPECIFICATION. SEE STRIPING PLAN, SHEET C-9.12. 4.ANY DISCREPANCIES BETWEEN THESE PLANS AND WHAT IS IN THE FIELD SHALL BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. 5.REFER TO C-9.3 & C-9.5 FOR TRAFFIC CONTROL PLAN. 6.ALL WORK REQUIRING LANE CLOSURE ON NC 84 MUST BE NIGHT WORK BETWEEN THE HOURS OF 9 PM AND 6 AM. 7.PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. 7.ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY ARE TO BE REMOVED FROM THE CLEAR RECOVERY ZONE (18'-20' FROM THE EDGE OF FUTURE PAVEMENT AND/OR A MIN. 10' BEHIND THE CURB.MATCHLINE SHEET C-9.8MATCHLINE SHEET C-9.10PROP. 5' CONCRETE SIDEWALK. CONTRACTOR TO INSTALL MATCHING EXISTING GRADE WITH A MAXIMUM 2% CROSS SLOPE. CONTRACTOR TO STOP SIDEWALK INSTALLATION WHERE WEDDINGTON ROAD IS A HIGHER ELEVATION THAN THE PROPOSED SIDEWALK LOCATION. 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+78 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W XXXXXXXXXXXXXXXXXXXXXXXXXR/WR/WR/WR/WOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T W W W W W W W W W W W W W W W W W W W W W UGP UGP EX FH DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 (NOW OR FORMERLY) FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011ASUESUESUESUE R/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WROAD 9EX RW (TYP) EX RW TO BE ABANDONED PROP. RW (TYP) WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RW PROP. RW (TYP) EX RW TO BE ABANDONED EX RW (TYP)EX TELECOM STRUCTURE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR RELOCATION EX 30" RCPJOHNS FORESTLANE12.50'12.50' WEDDINGTON RD (NC 84) (STA 25+00 TO STA 33+00) HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 625 630 635 640 645 650 655 625 630 635 640 645 650 655 25+00638.63638.6325+50638.80638.8026+00639.00639.0026+50639.13639.1327+00639.38639.3827+50639.56639.5628+00639.65639.6528+50640.02640.0229+00640.33640.3329+50640.65640.6530+00641.01641.0130+50641.52641.5231+00642.05642.0531+50642.53642.5332+00643.01643.0132+50643.70643.7033+00 0.43% 1.17%PVI STA. = 32+77.55PVI ELEV = 644.00LOW PT STA = 28+65.00 LOW PT ELEV = 640.11 PVI STA = 29+90.00 PVI ELEV = 640.64 A.D. = -0.74 K = 336.24 250.00' VC BVCS: 28+65.00BVCE: 640.11EVCS: 31+15.00EVCE: 642.10INTERSECTION C/LWEDDINGTON ROAD ANDROAD 9 STA 25+51.85END ROADWAYIMPROVEMENTSSTA 32+28.00EXISTING 30" RCP INV=633.10 EXISTING GROUND 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL NO R T HKEY MAP SCALE: NTS WE D D I N G T O N RO A D AIRPO R T R O A D AIRPO R T R O A D WEDD ING TONROAD EXISTING GROUND ALL EXISTING CROSSINGS SHOWN IN THE PROFILE ARE APPROXIMATE LOCATIONS AND ASSUMED DEPTHS. CONTRACTOR TO VERIFY SIZE, DEPTH, AND LOCATION PRIOR TO CONSTRUCTION. PROFILE LEGEND PLAN LEGEND EX. SANITARY SEWER EX. WATER MAIN EX. STORM SYSTEM SS W W ST ST ST ST PROP. RIGHT-OF-WAY R/W R/W EX. RIGHT-OF-WAY R/W R/W FOEX. FIBER OPTIC EX. GAS LINE GAS EX. TELECOMMUNICATION LINE EX. OVERHEAD ELECTRIC LINE OE ROAD WIDENING AREA PROPOSED SIDEWALK WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD PLAN AND PROFILE 1"=4' FJM ATB ATB C-9.10 10/18/2019 2:43 PM ANDREW BREIT N:\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY PLAN AND PROFILE.DWG NOTES: 1.ALL CONSTRUCTION AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE TO NCDOT STANDARDS AND SPECIFICATIONS, AASHTO'S "A POLICY OF GEOMETRIC DESIGN OF HIGHWAYS AND STREETS" CURRENT EDITION AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). 2.EXISTING UTILITIES (ELECTRIC, CABLE, TELEPHONE, GAS, ETC) TO BE REMOVED/RELOCATED SHALL BE DONE BY OTHERS AND PAID FOR BY CONTRACTOR UNLESS PREVIOUS NEGOTIATIONS HAVE BEEN MADE WITH OWNER. ALL OTHER UTILITIES (WATER, SEWER, STORM AND IRRIGATION) SHALL BE REMOVED BY CONTRACTOR. 3.ROADWAY STRIPING SHALL BE 2018 NCDOT STANDARDS AND SPECIFICATION. SEE STRIPING PLAN, SHEET C-9.12. 4.ANY DISCREPANCIES BETWEEN THESE PLANS AND WHAT IS IN THE FIELD SHALL BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. 5.REFER TO C-9.3 & C-9.5 FOR TRAFFIC CONTROL PLAN. 6.ALL WORK REQUIRING LANE CLOSURE ON NC 84 MUST BE NIGHT WORK BETWEEN THE HOURS OF 9 PM AND 6 AM. 7.PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. 7.ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY ARE TO BE REMOVED FROM THE CLEAR RECOVERY ZONE (18'-20' FROM THE EDGE OF FUTURE PAVEMENT AND/OR A MIN. 10' BEHIND THE CURB.MATCHLINE SHEET C-9.9PROP. 5' CONCRETE SIDEWALK. CONTRACTOR TO INSTALL MATCHING EXISTING GRADE WITH A MAXIMUM 2% CROSS SLOPE. CONTRACTOR TO STOP SIDEWALK INSTALLATION WHERE WEDDINGTON ROAD IS A HIGHER ELEVATION THAN THE PROPOSED SIDEWALK LOCATION. R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SS SS SS O E O E O E O E O E O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T W W W W W W W W W W W W W W W W W W W W W W W W W W WSTST W W W W W WSUESUESUESUESUESUESUER/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+0 0 12+ 0 0ROAD 5EX RW (T Y P ) EX R W (TYP) EX FENCE TO REMAINDICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011E (NOW OR FORMERLY) FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A EX TELECOMMUNICATION LINE TO REMAIN 250.00' TAPER 150.00' ST O R A G E 330' TAPER WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RW EX RW TO BE ABANDONED EX RW (TYP) PROP RW (TYP) EX RW T O B E ABANDO N E D PROP R W ( T Y P ) EX SS LI N EEX 48" RCP12.50' 12.5 0 ' EX SANITARY SEWER MH TO REMAIN EX C U L V E R T EX POWER POLE EX POWER POLE EX FH EX TELECOM STRUCTURE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR RELOCATION PROP GU A R D R A I L ( T Y P ) PROP G U A R D R A I L ( T Y P ) R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 15' SS15' SS40' RY R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W ST STSTST R/WOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWW SUESUESUESUESUESUESUE 11+55 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 ROAD 1EX RW (TYP) EX RW (TYP) EX POWER POLE EX POWER POLE EX POWER POLE EX POWER POLE EX POWER POLE EX POWER POLE 1.14 AC FIRE DEPT FUTURE DEVELOPMENT WESLEY PA R K PLAT CAB. H , F I L E 5 9 7 FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A JOHN MICHAEL SECREST DB 1126, PG. 241 TAX # 09-402-11A (NOW OR FORMERLY) 123' TAPER 147' TAPE R EX RW (TYP) EX RW (TYP)EX 30" RCPAVOCET LANEAIRPORT ROAD SR #1349 60' PUBLIC RW FH WV R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W XXXXXXXXXXXXXXXXXSSSSSSSSSSSSSSOE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W W W W W W W W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W 12+00 13+00 14+00 15+00 16+00WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RW EX FHFLOODPL AI N LIMIT S FLOODPLAIN LIMITS EX RW (TYP) EX RW TO BE ABANDONED PROP. RW (TYP)EX SS LINE12.50' 12.50' EX CULVERT EX CULVERT EX SANITARY SEWER MH PROP GUARDRAIL (TYP) 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL NO R T HKEY MAP SCALE: NTS WE D D I N G T O N RO A D AIRPO R T R O A D AIRPO R T R O A D WEDD ING TONROAD GENERAL NOTES: 1. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE PLANS. 2. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. 4. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 8. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN. 9. CONTRACTOR TO INSTALL ALL TEMPORARY TRAFFIC CONTROL MEASURES AS NOTED BELOW IN THE TRAFFIC CONTROL DETAILS AND W.A.T.C.H. MANUAL PRIOR TO CONSTRUCTION. 10. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PROP. TURN ARROW (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) PROP. YELLOW CENTER LINE (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) PROP. WHITE LANE LINE (PROP. TURN LANE BAY) (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) PROP. WHITE 3'-9'/SP MINI-SKIP LINE (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) PROP. STOP BAR (TYP.) PROP. STOP SIGN (R1-1) PROP. TURN ARROW (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE)PROP. YELLOW CENTER LINE (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) PROP. WHITE LANE LINE (PROP. TURN LANE BAY) (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) PROP. STOP BAR (TYP.) PROP. STOP SIGN (R1-1) AIRPORT ROAD IMPROVEMENTS SIGNAGE AND STRIPING PLAN PROP. WHITE LANE LINE (PROP. TURN LANE BAY) (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) PROP. WHITE LANE LINE (PROP. TURN LANE BAY) (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 SIGNAGE AND STRIPING - AIRPORT ROAD & WEDDINGTON ROAD N/A FJM ATB ATB C-9.11 10/18/2019 2:43 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY SIGNANGE AND STRIPING.DWG PROP. WHITE LANE LINE (PROP. TURN LANE B A Y ) (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) WEDDINGTON ROAD IMPROVEMENTS SIGNAGE AND STRIPING PLAN WEDDINGTON ROAD IMPROVEMENTS SIGNAGE AND STRIPING PLAN PROP. WHITE LANE LINE (PROP. TURN LANE BAY) (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE)MATCHLINE SHEET AMATCHLINE SHEET AMATCHLINE SHEET C-9.12PROP. WHITE LANE LINE (PROP. TURN LANE BAY) (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C FH WV R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W STSTSTSTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOTTWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WSUESUESUESUER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/W 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00ROAD 9EX RW (TYP)EX RW (TYP) EX FH EX FH DICKSON FARMS, LLC BK. 5960, PG. 102 TAX PIN: 06-003-011 (NOW OR FORMERLY) FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RW EX 30" RCPEX TELECOMMUNICATION LINE TO REMAIN EX RW TO BE ABANDONED PROP. RW (TYP) EX RW TO BE ABANDONED PROP. RW (TYP)STSTEX 15" RCPEX 15" RCPEX WLEX 15" RCP 12.50'12.50'12.50' EX TELECOM STRUCTURE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR RELOCATION EX TELECOM STRUCTURE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR RELOCATION R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W STSTXXXXXXXXXXXXXXR/WR/WR/WR/WR/WR/W OEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W W W W W UGP UGP R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W 29+00 30+00 31+00 32+00 32+78 WEDDINGTON ROAD NC HWY 84 FUTURE 100' PUBLIC RWEX 30" RCPPROP. RW (TYP) EX RW TO BE ABANDONED EX RW (TYP) FRANKLIN W. HOWEY, JR. BK. 5905, PG. 571 TAX PIN: 09-402-011A ST JOHN'S FOREST HOABK. 3645, PG. 884TAX PIN: 09-402-308JOHNS FORESTLANE12.50' 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL NO R T HKEY MAP SCALE: NTS WE D D I N G T O N RO A D AIRPO R T R O A D AIRPO R T R O A D WEDD ING TONROAD GENERAL NOTES: 1. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE PLANS. 2. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. 4. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 8. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN. 9. CONTRACTOR TO INSTALL ALL TEMPORARY TRAFFIC CONTROL MEASURES AS NOTED BELOW IN THE TRAFFIC CONTROL DETAILS AND W.A.T.C.H. MANUAL PRIOR TO CONSTRUCTION. 10. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PROP. TURN ARROW (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) PROP. YELLOW CENTER LINE (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) PROP. WHITE LANE LINE (PROP. TURN LANE BAY) (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) PROP. STOP BAR (TYP.) PROP. STOP SIGN (R1-1) PROP. WHITE LANE LINE (PROP. TURN LANE BAY) (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 SIGNAGE AND STRIPING - WEDDINGTON ROAD N/A FJM ATB ATB C-9.12 10/18/2019 2:43 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY SIGNANGE AND STRIPING.DWG WEDDINGTON ROAD IMPROVEMENTS SIGNAGE AND STRIPING PLAN MATCHLINE BMATCHLINE BWEDDINGTON ROAD IMPROVEMENTS SIGNAGE AND STRIPING PLANMATCHLINE SHEET C-9.11PROP. WHITE LANE LINE (PROP. TURN LANE BAY) (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) PROP. WHITE LANE LINE (PROP. TURN LANE BAY) (REFER TO NCDOT #1205.05 FOR TURN LANE MARKING GUIDANCE) PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C AIRPORT ROAD - 1+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 23.46'635.01 (-11.05) (EOP)633.77 (12.40) (EOP)634.65 (0.00)NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION634.61 (0.70)EX 11.75' TRAVEL LANE EX 11.70' TRAVEL LANE 0.98%34.42% 6.57% 0.41% 20.45% 1.54% AIRPORT ROAD - 2+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 23.58' PROP WIDENING 0.68'634.13 (14.47) (EOP)634.87 (-13.78)635.09 (-9.10) (EOP)635.05 (-9.78) (PROP. EOP)PROP. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION635.25 (3.43)PROP WIDENING 0.63' PROP 11.65' TRAVEL LANE 1.56' TAPER LANE PROP 11.67' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP)635.39 (0.00)1.58% 9.45%4.92% 9.17%634.07 (15.10) (PROP. EOP)634.00 (20.02)633.69 (19.10)633.85 (-16.84)0.78%1.50%635.32 (1.87)AIRPORT ROAD - 2+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 22.60' PROP WIDENING 3.31'634.81 (15.91) (EOP)635.63 (0.00)634.73 (17.08) (PROP. EOP)635.25 (-6.69) (EOP)PROP. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION635.63 (5.08)PROP 12.00' TRAVEL LANE 3.08' TAPER LANE PROP 12.00' TRAVEL LANE PROP WIDENING 1.17' PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP)635.08 (-10.00) (PROP. EOP)0.16% 15.54% 7.33%5.35% 1.83% 634.87 (-14.00) 634.37 (-15.84)634.43 (21.08)635.70 (2.00)0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 AIRPORT ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.13 10/18/2019 2:43 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C AIRPORT ROAD - 3+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 22.71' PROP WIDENING 5.32'636.68 (0.00)636.17 (14.09) (EOP)636.18 (-8.62) (EOP)PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) PROP. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION636.52 (6.00)PROP WIDENING 3.91' PROP 12.00' TRAVEL LANE PROP 7.94' TAPER LANE PROP 12.00' TRAVEL LANE 635.85 (-13.94) (PROP. EOP)635.99 (18.00) (PROP. EOP)635.14 (23.92) 3.69% 2.12% 12.83%6.07%4.69% 635.80 (22.00) 635.61 (-17.94) 6.07%636.58 (-1.94)AIRPORT ROAD - 3+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 22.47' PROP WIDENING 4.83'636.11 (0.00)636.10 (5.91)636.03 (-6.71) (EOP)635.90 (-11.54) (PROP. EOP)PROP. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 635.79 (-15.54) PROP WIDENING 2.15' PROP 12.00' TRAVEL LANE PROP 5.45' TAPER LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP)635.31 (15.76) (EOP)635.14 (17.91) (PROP. EOP)4.31% 9.66% 8.03% 3.21%9.16% 635.23 (-16.95)634.82 (21.91)2.77% 1.32% 636.11 (0.46)EXISTING R/WEXISTING R/WAIRPORT ROAD - 4+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EX. GRADE EXISTING PAVEMENT WIDTH 22.40' PROP WIDENING 6.58' PROP 12.00' TRAVEL LANE PROP 10.29' TAPER LANE PROP 12.00' TRAVEL LANE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP WIDENING 5.31' PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP)637.26 (-4.29)637.35 (0.00)637.26 (6.00)636.06 (24.04)636.69 (-20.29)637.08 (-9.71) (EOP)637.04 (12.69) (EOP)636.87 (18.00) (PROP. EOP)636.84 (-16.29) (PROP. EOP)12.28% 3.29% 3.23%2.19% 3.63%636.74 (22.00)PROP. GRADE 636.57 (-20.58) 3.66% 14.18% 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 AIRPORT ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.14 10/18/2019 2:43 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C AIRPORT ROAD - 4+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 22.61'PROP WIDENING 7.18'637.62 (11.79) (EOP)638.23 (0.00)636.77 (21.08) (PROP. EOP)638.02 (-10.82) (EOP)638.14 (-6.00)PROP. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION638.06 (6.00)PROP WIDENING 9.29' PROP 12.00' TRAVEL LANE 12.00' TAPER LANE PROP 12.00' TRAVEL LANE PROP 3.08' TURN LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP)637.85 (-18.00) (PROP. EOP)637.76 (-22.00)637.21 (27.53) 636.40 (25.08) 3.52% 13.21%9.24% 2.25% 3.25%637.54 (-22.66)AIRPORT ROAD - 5+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 22.72' PROP WIDENING 7.25'639.00 (0.00)638.56 (11.57) (EOP)638.41 (-11.15) (EOP)638.77 (-6.40)638.85 (5.34)NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP 12.00' TRAVEL LANE PROP 11.74' TAPER LANE PROP 12.00' TRAVEL LANE PROP WIDENING 5.77'637.87 (-18.40)638.29 (17.34)CONNECT TO ONSITE PAVING 10.94% 4.15% 7.49%4.68% 1.38%637.57 (-22.40)638.84 (-26.21) PROP. 2" OVERLAY (TYP) AIRPORT ROAD - 5+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 22.51'639.00 (0.00)639.00 (11.31) (EOP)639.00 (-11.20) (EOP)NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP 12.00' TRAVEL LANE 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP WIDENING 6.00' PROP WIDENING 7.49' PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP)639.00 (17.31) (PROP. EOP)639.00 (-18.69) (PROP. EOP)639.00 (-6.69)639.00 (5.31)2.33%10.71%639.00 (-22.69)639.00 (21.31)0.06%0.01% 0.00% 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 AIRPORT ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.15 10/18/2019 2:44 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C EXISTING R/WEXISTING R/WAIRPORT ROAD - 6+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GRADE EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP 12.00' TRAVEL LANE PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE EXISTING PAVEMENT WIDTH 22.60' PROP WIDENING 7.41' PROP WIDENING 5.99' PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP)639.01 (-6.49)639.00 (0.00)639.00 (5.51)639.00 (11.51) (EOP)639.01 (-11.09) (EOP)639.01 (-18.49) (PROP. EOP) 639.00 (17.51) (PROP. EOP) 2.13% 10.18% 639.01 (-22.49) 639.43 (-23.74)639.00 (21.51) 0.03%0.03% AIRPORT ROAD - 6+50.00 620 630 640 650 660 620 630 640 650 660 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP 12.00' TRAVEL LANE PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE EXISTING PAVEMENT WIDTH 22.81' PROP WIDENING 7.19' PROP WIDENING 6.00' PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 638.94 (21.87)639.00 (5.87)639.01 (0.00)639.00 (-6.13)639.00 (-10.94) (EOP)638.99 (11.87) (EOP)638.96 (17.87) (PROP. EOP)639.00 (-18.13) (PROP. EOP)638.71 (22.57) 16.20% 2.54% 639.00 (-22.13) 639.87 (-24.72) 0.02%0.12%0.07% AIRPORT ROAD - 7+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WNOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GRADE EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP 12.00' TRAVEL LANE PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE EXISTING PAVEMENT WIDTH 22.81' PROP WIDENING 7.19' PROP WIDENING 6.00' PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 639.00 (-18.00) (PROP. EOP) 638.95 (18.00) (PROP. EOP)638.98 (11.44) (EOP)639.01 (-11.35) (EOP)639.02 (-6.00)639.02 (0.00)639.01 (6.00)638.51 (23.13) 638.89 (22.00)2.33% 2.86% 638.99 (-22.00) 0.18%0.20% 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 AIRPORT ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.16 10/18/2019 2:44 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C AIRPORT ROAD - 7+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WNOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GRADE EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP 12.00' TRAVEL LANE PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE EXISTING PAVEMENT WIDTH 23.29' PROP WIDENING 5.83' PROP WIDENING 6.88' PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 639.02 (-18.00) (PROP. EOP)639.02 (-12.17) (EOP)639.04 (-6.00)639.03 (0.00)639.03 (6.00)638.99 (11.12) (EOP) 638.98 (18.00) (PROP. EOP) 2.67% 0.30% 2.26% 638.98 (22.00)639.03 (-22.00)638.34 (23.92)0.13%0.18% AIRPORT ROAD - 8+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP 12.00' TRAVEL LANE PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE EXISTING PAVEMENT WIDTH 24.70' PROP WIDENING 5.02' PROP WIDENING 6.28' PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP)639.05 (-6.00)639.03 (0.00)639.00 (6.00)639.00 (11.72) (EOP) 638.99 (18.00) (PROP. EOP) 639.03 (-18.00) (PROP. EOP) 639.02 (-12.98) (EOP) 3.17% 8.51% 2.00% 639.03 (-22.00) 639.14 (-22.31) 638.98 (22.00)0.76% 637.98 (25.00) 0.12% AIRPORT ROAD - 8+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP 12.00' TRAVEL LANE PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE EXISTING PAVEMENT WIDTH 26.22' PROP WIDENING 3.95' PROP WIDENING 5.83' PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 639.02 (-18.00) (PROP. EOP) 639.01 (-14.05) (EOP)639.01 (-6.00)639.01 (0.00)638.99 (6.00)638.79 (12.17) (EOP) 638.60 (18.00) (PROP. EOP) 6.06% 3.33% 639.02 (-22.00) 638.47 (22.00)0.37%3.33% 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 AIRPORT ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.17 10/18/2019 2:44 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C AIRPORT ROAD - 9+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WNOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GRADE EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 28.39' PROP WIDENING 2.75' PROP WIDENING 4.87' PROP 12.00' TRAVEL LANE PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 639.00 (-18.00) (PROP. EOP) 639.00 (-22.00)639.00 (-15.25) (EOP)639.01 (-6.00)639.00 (0.00)638.76 (6.00)638.28 (13.13) (EOP)637.94 (18.00) (PROP. EOP) 638.00 (23.02) 637.66 (22.00) 8.70% 13.32% 6.75% 1.54% 638.67 (-22.99)0.08% AIRPORT ROAD - 9+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WNOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GRADE EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 30.72' PROP WIDENING 1.70' PROP WIDENING 3.58' PROP 12.00' TRAVEL LANE PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP)638.73 (-6.00)638.59 (0.00)638.30 (6.00)637.97 (14.42) (EOP)638.26 (-16.30) (EOP) 638.16 (-18.00) (PROP. EOP) 637.83 (18.00) (PROP. EOP) 638.01 (23.02) 637.67 (22.00) 16.00% 6.10%5.90% 5.29% 637.94 (-22.00) 0.01% AIRPORT ROAD - 10+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WNOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GRADE EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 32.25' PROP WIDENING 1.18' PROP WIDENING 2.57' PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP 12.00' TURN LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP)638.03 (-6.00)637.82 (0.00)637.60 (6.00)637.23 (15.43) (EOP)637.13 (18.00) (PROP. EOP)638.16 (-16.82) (EOP)638.17 (-18.00) (PROP. EOP)24.02%4.23% 15.19% 20.62%638.22 (-22.00)637.71 (-23.53)636.97 (22.00) 637.99 (25.06)0.00% 1.56% 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 AIRPORT ROAD CROSS SECTIONS 1"=4' FJM ATB ATB C-9.18 10/18/2019 2:44 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C AIRPORT ROAD - 10+50.00 620 630 640 650 660 620 630 640 650 660 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WNOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GRADE EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 33.56' PROP WIDENING 1.08' PROP WIDENING 1.36' PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANEPROP 12.00' TURN LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP)637.39 (-6.00)637.25 (0.00)637.10 (6.00)636.82 (16.64) (EOP)636.78 (18.00) (PROP. EOP)637.39 (-16.92) (EOP)637.38 (-18.00) (PROP. EOP)19.87% 11.60% 2.66% 11.50% 0.18%637.34 (-22.00)636.96 (-23.15)636.69 (22.00)0.49%EXISTING R/WEXISTING R/WAIRPORT ROAD - 11+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GRADE EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 34.82' PROP WIDENING 0.30' PROP WIDENING 0.16' PROP 11.53' TRAVEL LANE PROP 11.75' TRAVEL LANEEX 12.00' TURN LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP)636.48 (5.91)636.70 (0.00)636.70 (-6.09)636.38 (-17.32) (EOP) 636.36 (-17.61) (PROP. EOP)636.05 (17.51) (EOP) 636.04 (17.66) (PROP. EOP)4.07% 16.54% 3.38% 4.35%10.61% 5.48%635.90 (21.66) 635.55 (22.71) 636.19 (-21.61) 636.28 (-21.89) AIRPORT ROAD - 11+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50 EXISTING R/WEXISTING R/WNOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GRADE EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX 11.18' TRAVEL LANE EX 11.35' TRAVEL LANEEX 12.46' TURN LANE EXISTING PAVEMENT WIDTH 34.99'636.57 (-17.47) (EOP)635.41 (17.52) (EOP)636.28 (-6.29)636.12 (0.00)636.00 (6.17)1.87% 9.58% 21.10% 8.07% 0.90% 2.61% 0 1"= 20'40'80' 40' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 AIRPORT ROAD CROSS SECTIONS 1"=4' FJM ATB ATB C-9.19 10/18/2019 2:44 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD N - 1+50.00 600 610 620 630 640 600 610 620 630 640 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 24.82'621.11 (-12.52) (EOP)EX 12.46' TRAVEL LANE EX 12.36' TRAVEL LANE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 6.62%2.77% 1.34%32.1 2 % 3.12%621.45 (0.00)621.06 (12.28) (EOP)34.41% WEDDINGTON ROAD N - 2+00.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 24.91'619.71 (-12.67) (EOP)619.93 (0.00)619.18 (12.23) (EOP)619.90 (0.23) PROP. 2" OVERLAY (TYP) PROP 12.00' TRAVEL LANE PROP 1.00' TAPER LANE PROP 11.90' TRAVEL LANE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 6.82% 40.12 % 1.85% 0.96% 32.9 7 %619.93 (-0.77)1.34% WEDDINGTON ROAD N - 2+50.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 EXISTING R/WPROPOSED R/WEX. GRADE EXISTING PAVEMENT WIDTH 24.66' PROP WIDENING 1.02' 617.99 (13.08) (PROP. EOP)618.04 (12.06) (EOP)618.66 (-12.60) (EOP)618.46 (0.00)618.42 (1.08)618.41 (-17.58)PROP. 2" OVERLAY (TYP)PROP. FULL DEPTH ASPHALT (TYP) PROP. GRADE PROP 12.00' TRAVEL LANE PROP 2.66' TAPER LANE PROP 12.00' TRAVEL LANE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 2.34% 3.90% 2.39%616.41 (-25.58)616.53 (-38.20) PROP WIDENING 0.98'618.50 (-1.58)618.68 (-13.58) (PROP. EOP)29.47 %616.41 (-23.58)31.84% 616.01 (22.41) 617.79 (17.08)618.41 (-31.58)618.41 (-32.58)1.45% 6.84% 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.20 10/18/2019 2:45 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD N - 3+00.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 24.42' PROP WIDENING 2.15'617.31 (-2.39)616.98 (11.79) (EOP)616.92 (13.94) (PROP. EOP)617.58 (-12.63) (EOP)PROP. 2" OVERLAY (TYP)617.21 (1.94)617.26 (0.00)PROP. FULL DEPTH ASPHALT (TYP) PROP. GRADE PROP 12.00' TRAVEL LANEPROP 4.33' TAPER LANE PROP 12.00' TRAVEL LANE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 4.06% 2.42% 12.77% 0.00% 4.57% 1.53%617.55 (-18.39)EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP WIDENING 1.76'617.63 (-14.39) (PROP. EOP)615.55 (-24.39) 26.22 %617.55 (-32.39)615.55 (-26.39) 616.47 (17.94) 8.67%617.55 (-33.39)614.84 (-41.52)614.07 (25.13)2.00% WEDDINGTON ROAD - 3+50.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEXISTING PAVEMENT WIDTH 24.52' PROP WIDENING 2.96'616.84 (-12.68) (EOP)616.46 (-3.20)615.89 (11.84) (EOP)615.78 (14.80) (PROP. EOP)616.21 (2.80)616.32 (0.00)PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) PROP. GRADE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 6.53% 3.52% 44.91 % 5.29%25.71 % EX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. PROP WIDENING 2.52' PROP 6.00' TAPER LANE 616.94 (-15.20) (PROP. EOP)616.86 (-19.20)3.78%614.86 (-25.20)614.86 (-27.20)616.86 (-33.20)616.86 (-34.20)614.04 (-42.66)615.29 (18.80)612.72 (26.51)WEDDINGTON ROAD N - 4+00.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 24.31' PROP WIDENING 3.94'615.53 (0.00)614.98 (11.71) (EOP)614.80 (15.65) (PROP. EOP)616.24 (-12.60) (EOP)PROP. FULL DEPTH ASPHALT (TYP) PROP. GRADE PROP 12.00' TRAVEL LANE PROP 7.66' TAPER LANE PROP 12.00' TRAVEL LANE EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 4.83% 11.10%63.2 2 % 1.99% 41. 3 9 %611.32 (29.52)PROP. 2" OVERLAY (TYP) NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. PROP WIDENING 3.41'616.46 (-16.01) (PROP. EOP)615.36 (3.65)615.72 (-4.01)616.46 (-20.01)PROP. GRADE 27.49 %614.61 (19.65)614.46 (-26.01)614.46 (-28.01)616.46 (-34.01)616.46 (-35.01)611.89 (-48.73)6.11% 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.21 10/18/2019 2:45 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD N - 4+50.00 590 600 610 620 630 590 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 24.35' PROP WIDENING 4.87'615.52 (-4.82)614.81 (11.64) (EOP)615.53 (-12.71) (EOP)615.16 (4.51)615.39 (0.00)PROP 12.00' TRAVEL LANE 9.33' TAPER LANE PROP 12.00' TRAVEL LANE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 5.50% 3.94% 46.92 % 33.6 8 %610.33 (31.47)PROP WIDENING 4.11' 17.95% 6.86%615.54 (-20.82)614.57 (16.51) (PROP. EOP)615.53 (-16.82) (PROP. EOP)608.49 (-41.96) 0.46% 2.28%EXISTING WETLAND613.98 (20.51)PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) PROP. GRADE WEDDINGTON ROAD N - 5+00.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 24.43' PROP WIDENING 5.59'615.75 (-5.63)614.88 (11.78) (EOP)614.52 (17.37) (PROP. EOP)616.09 (-12.65) (EOP)615.48 (0.00)615.22 (5.37)PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) PROP. GRADE PROP 12.00' TRAVEL LANE11.00' TAPER LANE PROP 12.00' TRAVEL LANE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 1.70% 30.66% 11.46% 5.93% 36.4 3 % 611.22 (30.47)616.33 (-21.63)616.33 (-17.63) (PROP. EOP)616.33 (-35.63)PROP. GRADE PROP WIDENING 4.98'614.33 (-27.63)614.33 (-29.63)614.25 (21.37)616.33 (-36.63)612.53 (-48.04)4.80% 5.33% WEDDINGTON ROAD N - 5+50.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 24.64' PROP WIDENING 5.88'615.05 (12.12) (EOP)614.66 (18.00) (PROP. EOP)616.01 (-6.00)616.02 (-12.52) (EOP)615.85 (0.00)615.45 (6.00)PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) PROP. GRADE PROP 12.00' TRAVEL LANE 12.00' TAPER LANE PROP 12.00' TRAVEL LANE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 0.25% 2.03%0.83% 3.17%616.03 (-22.00)614.39 (22.00) 16.19% 6.60% EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP WIDENING 5.48'616.03 (-18.00) (PROP. EOP)614.03 (-28.00) 614.03 (-30.00) 616.03 (-37.00) PROP. GRADE 616.03 (-36.00) 614.87 (-40.49) 614.91 (23.53) 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.22 10/18/2019 2:45 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD N - 6+50.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 24.49'615.72 (11.92) (EOP)617.04 (-12.56) (EOP)616.64 (0.00)PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 46. 6 0 % 3.68% PROP WIDENING 5.64' PROP 7.65' TAPER LANE PROP WIDENING 5.64' PROP 4.35' TURN LANE 3.87% 50.42 %617.00 (-18.21) (PROP. EOP)615.22 (17.80) (PROP. EOP)616.53 (1.45)616.21 (5.80)617.01 (-6.21)11.70% 616.97 (-22.21) 614.97 (-28.21) 614.97 (-30.21) 620.89 (-53.61) 614.88 (21.80) 620.41 (35.35) PROPOSED SIDEWALK 620.06 (-50.17) SW 619.96 (-45.18) SW 620.08 (-51.17) PROP. FULL DEPTH ASPHALT (TYP)PROP. 2" OVERLAY (TYP) 0.47% 8.02% PROP. GRADE WEDDINGTON ROAD N - 6+00.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WPROPOSED SIDEWALK EXISTING PAVEMENT WIDTH 24.56'616.17 (0.00)615.24 (12.12) (EOP)616.95 (-12.43) (EOP) PROP 10.33' TAPER LANE PROP 12.00' TRAVEL LANE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 2.72% 1.68% 15.47% PROP WIDENING 5.88' PROP WIDENING 5.88' PROP 12.00' TRAVEL LANE PROP 1.67' TURN LANE 616.56 (-6.00)615.86 (4.33)615.74 (5.99)5.29% 68.8 9 %617.29 (-18.00) (PROP. EOP)617.26 (-22.00) 615.26 (-28.00) 615.26 (-30.00) 617.74 (-44.97) SW PROP. FULL DEPTH ASPHALT (TYP) PROP. 2" OVERLAY (TYP)614.77 (18.00) (PROP. EOP)618.62 (34.50) 614.46 (22.00) 617.84 (-49.97) SW 617.56 (-36.91)617.86 (-50.97) 617.96 (-51.27) 6.11% 8.17% PROP. GRADE WEDDINGTON ROAD - 7+00.00 600 610 620 630 640 600 610 620 630 640 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.58' PROP WIDENING 5.88' PROP 12.00' TRAVEL LANE PROP 8.70' TURN LANE PROP 12.00' TRAVEL LANE PROP WIDENING 5.88' PROP 3.30' TAPER LANE 617.68 (-12.63) (EOP)616.14 (11.95) (EOP)615.67 (17.82) (PROP. EOP)617.96 (-18.18) (PROP. EOP)618.17 (-22.18)616.17 (-28.18)616.17 (-30.18)623.08 (-56.57)617.36 (-6.18)617.20 (-2.88)617.05 (0.00)616.62 (5.82)615.34 (21.82)45.39 % 1.96% 60 . 7 5 % 20.35% 3.44% PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) PROPOSED SIDEWALK621.35 (-50.41) SW621.25 (-45.41) SW621.37 (-51.41) 620.11 (35.09) 4.95% 7.87% PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.23 10/18/2019 2:45 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C PROPOSED R/WEXISTING R/WWEDDINGTON ROAD - 7+50.00 600 610 620 630 640 600 610 620 630 640 0 10 20 30 40 500-10-20-30-40-50-60-70 EX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 8.27% 56. 0 6 % 0.97% 3.92% EXISTING PAVEMENT WIDTH 24.55' PROP WIDENING 5.87' PROP 12.00' TRAVEL LANEPROP 12.00' TURN LANE PROP WIDENING 5.57' PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 6.06% 34.86% 8.61%618.28 (-12.43) (EOP)616.50 (12.13) (EOP)615.97 (18.00) (PROP. EOP)618.66 (-18.00) (PROP. EOP)621.86 (-45.59) SW616.66 (-30.00)616.66 (-28.00)618.66 (-22.00)617.85 (-6.00)617.45 (0.00)617.05 (6.00)PROPOSED SIDEWALK624.10 (-57.96)621.96 (-50.59) SW621.98 (-51.59)615.61 (22.00) 618.56 (30.83) 6.72% 8.96% PROP. GRADE EXISTING R/WWEDDINGTON ROAD - 8+00.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEX. GRADE EXISTING PAVEMENT WIDTH 24.39' PROP 12.00' TURN LANE PROP. 2" OVERLAY (TYP) NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 41.79 % 0.00% PROP WIDENING 5.87' PROP WIDENING 5.73' PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. FULL DEPTH ASPHALT (TYP) 8.94% 59 . 5 2 % 0.00%625.09 (-62.90)616.00 (-30.00)616.00 (-28.00)618.00 (-22.00)618.00 (-6.00)617.58 (0.00)617.18 (6.00)618.00 (28.30)616.37 (18.00) (PROP. EOP)618.00 (-18.00) (PROP. EOP)618.00 (-12.27) (EOP)616.77 (12.13) (EOP)PROPOSED SIDEWALK621.41 (-51.87)621.39 (-50.87) SW621.29 (-45.87) SW615.90 (22.00) 6.72% PROP. GRADE EXISTING R/WWEDDINGTON ROAD - 8+50.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEX. GRADE EXISTING PAVEMENT WIDTH 24.44' PROP WIDENING 5.87' PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) PROP. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 40.04% 4.33% PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP WIDENING 5.68' PROP. FULL DEPTH ASPHALT (TYP) 13.55% 50. 3 5 %618.60 (-18.00) (PROP. EOP)615.84 (18.00) (PROP. EOP)618.23 (-12.32) (EOP)616.42 (12.12) (EOP)617.81 (-6.00)617.42 (0.00)617.02 (6.00)615.45 (22.00)618.64 (-22.00)616.64 (-28.00) 616.64 (-30.00)625.66 (-62.71)PROPOSED SIDEWALK622.06 (-51.91)622.04 (-50.91) SW621.94 (-45.91) SW617.96 (29.51) PROP. GAURDRAIL (TYP) 6.61% 9.79% 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.24 10/18/2019 2:45 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C PROPOSED R/WEXISTING R/WWEDDINGTON ROAD - 9+00.00 600 610 620 630 640 600 610 620 630 640 0 10 20 30 40 500-10-20-30-40-50-60-70 EX. GRADE EXISTING PAVEMENT WIDTH 24.29' PROP WIDENING 5.88' PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) PROP. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 8.59% 9.82% 63 . 4 5 % 5.15% 4.50%EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP WIDENING 5.88' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. FULL DEPTH ASPHALT (TYP)621.68 (-45.45) SW616.53 (-30.00) 616.53 (-28.00) 618.53 (-22.00)617.65 (-6.00)617.32 (0.00)616.97 (6.00)616.05 (24.77)616.26 (12.13) (EOP)617.98 (-12.17) (EOP)618.31 (-18.00) (PROP. EOP)615.59 (18.00) (PROP. EOP)PROPOSED SIDEWALK621.73 (-50.45) SW621.80 (-51.45)625.18 (-61.58)615.13 (22.00) PROP. GAURDRAIL (TYP) 5.34% 11.50%EXISTING R/WWEDDINGTON ROAD - 9+50.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 EX. GRADE EXISTING PAVEMENT WIDTH 24.36' PROP WIDENING 5.88' PROP. 2" OVERLAY (TYP) NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 56. 5 8 % 5.18% PROP WIDENING 5.77' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE CONNECT TO ON SITE PAVING PROP. FULL DEPTH ASPHALT (TYP) 8.83%617.50 (-18.00) (PROP. EOP)615.67 (18.00) (PROP. EOP)617.62 (-12.23) (EOP)616.07 (12.12) (EOP)616.92 (0.00)ROAD 5 615.40 (22.00)614.56 (24.52)6.02% 7.85% PROP. GAURDRAIL (TYP)617.32 (-6.00)616.49 (6.00)6.86% 6.87%2.09%PROPOSED R/WEXISTING R/WWEDDINGTON ROAD - 10+00.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 EX. GRADE EXISTING PAVEMENT WIDTH 24.19' PROP WIDENING 5.88' PROP. 2" OVERLAY (TYP) PROP. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP WIDENING 5.93' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. FULL DEPTH ASPHALT (TYP) 16.14% 4.87% 6.72% 5.54% 43. 5 3 %617.83 (-18.63) (PROP. EOP)615.33 (17.38) (PROP. EOP)617.42 (-12.69) (EOP)615.74 (11.50) (EOP)617.00 (-6.62)616.54 (0.00)616.16 (5.38)612.31 (29.60)617.83 (-22.63) 615.83 (-28.63) 615.83 (-30.63) 619.68 (-42.17)615.06 (21.38)PROP. GAURDRAIL (TYP) 6.93% 6.93% 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.25 10/18/2019 2:45 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C PROPOSED R/WEXISTING R/WWEDDINGTON ROAD - 10+50.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 EX. GRADE EXISTING PAVEMENT WIDTH 24.91' PROP WIDENING 5.88' PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) PROP. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 26.07%20.78% 50. 4 1 % 1.27% PROP 12.02' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP WIDENING 5.23' 4.81%616.59 (-6.17)616.15 (0.00)615.67 (5.86)610.66 (29.16)616.56 (-12.93) (EOP)615.15 (11.98) (EOP)614.65 (17.86) (PROP. EOP)616.50 (-18.17) (PROP. EOP)616.46 (-22.17)614.46 (-28.17)614.46 (-30.17)616.46 (-36.17)616.46 (-37.17)616.14 (-38.13)614.31 (21.86)PROP. GAURDRAIL (TYP) PROP. GAURDRAIL (TYP) 8.50% 1.08% PROP. GRADE PROPOSED R/WEXISTING R/WWEDDINGTON ROAD - 11+00.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 EX. GRADE EXISTING PAVEMENT WIDTH 24.79' PROP WIDENING 5.16' PROP. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 16.44% 49. 1 5 % 7.96% 2.54% 4.78% EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP 12.02' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP WIDENING 6.04' PROP. FULL DEPTH ASPHALT (TYP) 4.64% 19.41%616.39 (-18.13) (PROP. EOP)614.48 (17.85) (PROP. EOP)616.23 (-12.10) (EOP)614.86 (12.69) (EOP)615.78 (0.00)616.07 (-6.13)615.36 (5.85)607.33 (35.46)614.14 (21.85)616.49 (-22.13)PROP. GAURDRAIL (TYP) PROP. GAURDRAIL (TYP) EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP. 2" OVERLAY (TYP) 7.33% 2.69% WEDDINGTON ROAD - 11+50.00 590 600 610 620 630 590 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE EXISTING PAVEMENT WIDTH 24.90' PROP WIDENING 3.81' PROP. 2" OVERLAY (TYP) PROP. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. 8" SS LINE INV=±601.5EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION 28.80% 11.00% 1 0 2 . 4 8% 0.60% PROP WIDENING 7.36' PROP 12.09' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. FULL DEPTH ASPHALT (TYP)603.07 (37.53)615.56 (-7.31)615.08 (0.00)614.69 (4.78)613.62 (16.78) (PROP. EOP)616.34 (-19.31) (PROP. EOP)615.86 (-11.95) (EOP)613.96 (12.94) (EOP)616.18 (-23.31)613.27 (20.78)609.23 (-44.16)PROP. GAURDRAIL (TYP) PROP. GAURDRAIL (TYP) 6.54% 8.97% PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.26 10/18/2019 2:46 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C PROPOSED R/WEXISTING R/WWEDDINGTON ROAD - 12+00.00 590 600 610 620 630 590 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 EX. GRADE EXISTING PAVEMENT WIDTH 24.48' PROP WIDENING 3.47' PROP. 2" OVERLAY (TYP) PROP. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP WIDENING 8.07' PROP 12.02' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. FULL DEPTH ASPHALT (TYP) 52.74 % 13.63% 13.63% 7 9 . 8 1 % 10.38% 20.42%615.05 (-11.20) (EOP)613.72 (13.28) (EOP)613.54 (16.75) (PROP. EOP)615.49 (-19.27) (PROP. EOP)614.85 (-7.27)614.47 (0.00)614.19 (4.75)604.74 (40.37)612.89 (20.75)604.89 (36.74)615.70 (-23.27)608.10 (-46.09)PROP. GAURDRAIL (TYP) PROP. GAURDRAIL (TYP) 5.00% 5.41%PROPOSED R/WEXISTING R/WWEDDINGTON ROAD - 12+50.00 590 600 610 620 630 590 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 EX. GRADE EXISTING PAVEMENT WIDTH 24.42' PROP WIDENING 4.57' PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) PROP. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP WIDENING 7.00' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. FULL DEPTH ASPHALT (TYP) 9.69% 9.19% 35.89% 0.67% 10.65% 17.35% 5.59%604.99 (-41.12)614.48 (-5.98)614.26 (0.00)613.83 (6.01)607.24 (31.78)613.04 (13.45) (EOP)614.49 (-10.98) (EOP)614.56 (-21.98)612.55 (18.01) (PROP. EOP)612.12 (22.01)614.53 (-17.98) (PROP. EOP)PROP. GAURDRAIL (TYP) PROP. GAURDRAIL (TYP) 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.27 10/18/2019 2:46 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C PROPOSED R/WEXISTING R/WWEDDINGTON ROAD - 13+00.00 590 600 610 620 630 590 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 EX. GRADE EXISTING PAVEMENT WIDTH 24.64' NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP WIDENING 5.88' PROP WIDENING 5.49' PROP. FULL DEPTH ASPHALT (TYP) 3.21% 32.29% 7.92% 23.73 % 10.09%613.20 (-17.47) (PROP. EOP)612.38 (18.53) (PROP. EOP)612.85 (12.66) (EOP)613.46 (-11.98) (EOP)607.95 (-37.12)613.77 (-5.47)613.85 (0.00)613.33 (6.53)612.06 (22.53)609.67 (27.33)613.16 (-21.47)PROP. GAURDRAIL (TYP)PROP. GAURDRAIL (TYP) PROP. 2" OVERLAY (TYP) 4.72% PROP. GRADE WEDDINGTON ROAD - 13+50.00 590 600 610 620 630 590 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.35' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP WIDENING 5.88' PROP WIDENING 5.79' PROP. 2" OVERLAY (TYP)PROP. FULL DEPTH ASPHALT (TYP) 3.97% 33.45% 0.57%13.06% 8.00%11.60%609.00 (-29.38)613.34 (-5.85)613.32 (0.00)613.32 (6.15)612.50 (12.28) (EOP)611.82 (18.15) (PROP. EOP)611.35 (22.15)613.30 (-12.07) (EOP)612.99 (-17.85) (PROP. EOP)612.77 (-21.85)PROP. GAURDRAIL (TYP) PROP. GAURDRAIL (TYP) 0.65% 5.47%PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.28 10/18/2019 2:46 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD - 14+00.00 590 600 610 620 630 590 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.12' PROP WIDENING 5.88' PROP WIDENING 6.00' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP)PROP. FULL DEPTH ASPHALT (TYP) 2.11%30.40% 0.60%4.81% 7.37%610.00 (-28.26)613.30 (-17.99) (PROP. EOP)613.33 (-11.99) (EOP)613.37 (-5.99)613.41 (0.00)613.41 (6.01)613.10 (12.13) (EOP)612.82 (18.01) (PROP. EOP)611.96 (23.35)613.13 (-21.99)612.63 (22.01)PROP. GAURDRAIL (TYP) PROP. GRADE WEDDINGTON ROAD - 14+50.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.40' PROP WIDENING 5.88' PROP WIDENING 5.72' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP)PROP. FULL DEPTH ASPHALT (TYP) 1.12% 15.69%26.96% 7.23%0.42% 11.89%611.85 (-26.29)614.09 (-18.11) (PROP. EOP)614.11 (-12.39) (EOP)614.15 (-6.11)614.17 (0.00)613.88 (5.89)613.44 (12.01) (EOP)613.02 (17.89) (PROP. EOP)613.94 (-22.11)613.07 (22.57)612.73 (21.89) PROP. GAURDRAIL (TYP) PROP. GRADE WEDDINGTON ROAD - 15+00.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.11' PROP WIDENING 5.88' PROP WIDENING 6.00' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 13.17% 34.47% 5.07%6.59% 30.84% 7.34% 17.30% 0.46%614.04 (-18.23) (PROP. EOP)614.34 (-12.22) (EOP)614.66 (-6.23)614.93 (0.00)614.60 (5.77)614.20 (11.89) (EOP)613.82 (17.77) (PROP. EOP)613.54 (21.77)613.84 (-22.23)611.84 (-28.23) 611.84 (-30.23)613.91 (-36.45)614.46 (23.61)PROP. GAURDRAIL (TYP) PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.29 10/18/2019 2:46 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD - 15+50.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.13' PROP WIDENING 5.88' PROP WIDENING 6.00' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 4.40% 33.0 0 % 4.91%6.22% 8.88% 615.10 (-22.00)615.23 (-18.00) (PROP. EOP)615.41 (-12.01) (EOP)615.66 (-6.00)615.93 (0.00)615.61 (6.00)615.23 (12.13) (EOP)614.86 (18.00) (PROP. EOP)614.61 (22.00)PROPOSED SIDEWALK 614.10 (-25.00) 614.10 (-27.00)616.72 (-37.99)617.32 (-39.80)615.17 (23.12)616.60 (-32.00) SW616.70 (-37.00) SWPROP. GRADE WEDDINGTON ROAD - 16+00.00 600 610 620 630 600 610 620 630 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.28' PROP WIDENING 5.88' PROP WIDENING 5.85' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 0.05% 42. 9 3 % 2.57%8.05% 12.98% 2.81% 615.47 (-24.93) 616.47 (-21.93)616.81 (-17.93) (PROP. EOP)616.96 (-12.08) (EOP)617.12 (-5.93)617.27 (0.00)617.01 (6.20)616.52 (12.20) (EOP)616.05 (18.05) (PROP. EOP)PROPOSED SIDEWALK 615.47 (-26.93) 619.91 (-41.56)619.74 (-41.23)619.62 (-35.23) SW619.72 (-40.23) SW616.16 (22.94)615.72 (22.07)PROP. GRADE WEDDINGTON ROAD - 16+50.00 600 610 620 630 640 600 610 620 630 640 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.16' PROP WIDENING 5.88' PROP WIDENING 5.96' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 1.70% 3.36% 45. 9 7 % 5.12%5.37% 20.00% 2.38%621.37 (-42.46)616.66 (-27.00) 616.66 (-25.00)617.66 (-22.00)617.86 (-18.00) (PROP. EOP)618.17 (-12.04) (EOP)618.48 (-6.00)618.65 (0.00)618.41 (6.00)618.08 (12.13) (EOP)617.77 (18.00) (PROP. EOP)617.55 (22.00)PROPOSED SIDEWALK621.10 (-41.64)621.08 (-40.64) SW 620.98 (-35.64) SW PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.30 10/18/2019 2:46 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD - 17+00.00 600 610 620 630 640 600 610 620 630 640 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.28' PROP WIDENING 5.88' PROP WIDENING 5.85' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 36.7 9 % 6.13% 3.49%5.60% 2.07% 18.29% 618.08 (-26.94) 618.08 (-24.94) 619.08 (-21.94)619.40 (-17.94) (PROP. EOP)619.60 (-12.09) (EOP)619.82 (-5.94)620.02 (0.00)619.74 (6.06)619.40 (12.19) (EOP)619.07 (18.06) (PROP. EOP)618.85 (22.06)PROPOSED SIDEWALK622.62 (-41.78)622.60 (-40.78) SW 622.50 (-35.78) SW PROP. GRADE WEDDINGTON ROAD - 17+50.00 610 620 630 640 610 620 630 640 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.22' PROP WIDENING 5.88' PROP WIDENING 5.91' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 0.09%48. 3 3 % 3.06% 5.87% 15.94% 2.94% 2.06%623.88 (-43.50)619.48 (-26.96)619.48 (-24.96) 620.48 (-21.96)620.71 (-17.96) (PROP. EOP)621.06 (-12.05) (EOP)621.39 (-5.96)621.41 (6.04)621.10 (12.17) (EOP)620.77 (18.04) (PROP. EOP)620.54 (22.04)621.53 (0.00)PROPOSED SIDEWALK624.05 (-41.86)624.03 (-40.86) SW623.93 (-35.86) SW620.47 (23.40)PROP. GRADE WEDDINGTON ROAD - 18+00.00 610 620 630 640 610 620 630 640 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.31' PROP WIDENING 5.88' PROP WIDENING 5.82' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 2.78%40.9 9 % 6.03%6.04% 7.33% 4.98%624.61 (-43.90)620.80 (-26.85)620.80 (-24.85)621.80 (-21.85)622.04 (-17.85) (PROP. EOP)622.40 (-12.03) (EOP)623.06 (0.00)622.41 (12.28) (EOP)622.06 (18.15) (PROP. EOP)621.82 (22.15)622.82 (6.15)622.80 (-5.85)622.20 (23.31)PROPOSED SIDEWALK623.97 (-42.00)623.95 (-41.00)623.85 (-36.00)PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.31 10/18/2019 2:46 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD - 18+50.00 610 620 630 640 610 620 630 640 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.42' PROP WIDENING 5.88' PROP WIDENING 5.70' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 0.63%4.15% 31.66 % 4.39% 3.12%12.66% 0.00% 5.44% 623.71 (-36.14) SW 621.57 (-29.70)621.57 (-27.70)623.57 (-21.70)623.77 (-17.70) (PROP. EOP)624.05 (-12.00) (EOP)624.56 (0.00)624.37 (-5.70)624.41 (6.30)624.11 (12.42) (EOP)623.75 (18.30) (PROP. EOP)623.50 (22.30)623.83 (-42.14)PROPOSED SIDEWALK 623.81 (-41.14) SW 625.50 (-47.14) 624.57 (25.52) PROP. GRADE WEDDINGTON ROAD - 19+00.00 610 620 630 640 610 620 630 640 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.46' PROP WIDENING 5.88' PROP WIDENING 5.67' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 4.38% 0.26% 3.10%3.25%2.48% 625.23 (-34.93) SW 623.46 (-29.64)623.46 (-27.64)625.46 (-21.62)625.58 (-17.62) (PROP. EOP)625.76 (-11.96) (EOP)626.13 (0.00)625.72 (12.50) (EOP)625.53 (18.38) (PROP. EOP)625.40 (22.38)625.96 (6.38)625.96 (-5.62)PROPOSED SIDEWALK626.34 (-43.90)625.35 (-40.93) 625.33 (-39.93) SW 626.19 (24.73) PROP. GRADE WEDDINGTON ROAD - 19+50.00 610 620 630 640 610 620 630 640 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.27' PROP WIDENING 5.88' PROP WIDENING 5.86' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 2.15%21.26%5.41% 1.36%6.23% 0.14%626.41 (-35.07) SW624.63 (-27.73) 626.63 (-21.73)626.84 (-17.73) (PROP. EOP)627.16 (-11.87) (EOP)627.50 (-5.73)627.66 (0.00)627.58 (6.27)627.24 (12.40) (EOP)626.87 (18.27) (PROP. EOP)627.00 (23.40) PROPOSED SIDEWALK 624.63 (-29.73) 626.53 (-41.07) 627.50 (-43.97)626.51 (-40.07) SW626.63 (22.27)PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.32 10/18/2019 2:47 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD - 20+00.00 610 620 630 640 610 620 630 640 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 23.97' PROP WIDENING 5.88' PROP WIDENING 6.16' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 3.56%4.39%2.86%5.74% 3.24% 3.45%628.19 (-36.57) SW626.06 (-30.18)626.06 (-28.18)628.06 (-22.18)628.29 (-18.18) (PROP. EOP)628.65 (-12.02) (EOP)628.98 (-6.18)629.15 (0.00)629.03 (5.82)628.65 (11.95) (EOP)628.22 (17.82) (PROP. EOP)627.78 (22.25) PROPOSED SIDEWALK628.29 (-41.57) SW628.31 (-42.57)628.90 (-44.34)627.92 (21.82)PROP. GRADE WEDDINGTON ROAD - 20+50.00 610 620 630 640 610 620 630 640 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.22' PROP WIDENING 5.88' PROP WIDENING 5.90' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 3.20% 6.51%5.91% 21.73% 3.46% 28.59 % 630.45 (-44.67)627.45 (-30.03)627.45 (-28.03)629.45 (-22.03)629.71 (-18.03) (PROP. EOP)630.09 (-12.12) (EOP)630.48 (-6.03)630.67 (-0.01)630.53 (5.98)630.17 (12.10) (EOP)629.82 (17.98)628.83 (24.25)PROPOSED SIDEWALK 629.80 (-42.71)629.68 (-36.71) SW629.78 (-41.71) SW629.59 (21.98)PROP. GRADE WEDDINGTON ROAD - 21+00.00 610 620 630 640 650 610 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.07' PROP WIDENING 5.88' PROP WIDENING 6.05' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 2.41%1.57%5.36% 2.89% 2.39%21.43%25.27% 631.88 (-36.15)629.83 (-30.01)629.83 (-28.01)631.83 (-22.01)631.89 (-18.01) (PROP. EOP)631.99 (-11.95) (EOP)632.10 (-6.01)632.13 (0.00)632.02 (5.99)631.72 (12.12) (EOP)631.40 (17.99) (PROP. EOP)630.10 (25.26)PROPOSED SIDEWALK 631.89 (-36.68) SW631.99 (-41.68) SW632.06 (-42.81)632.01 (-42.68)631.19 (21.99)PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.33 10/18/2019 2:47 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD - 22+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.11' PROP WIDENING 6.13' PROP WIDENING 6.01' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 1.30% 5.38% 43. 7 6 % 4.81%5.34% 7.67% 5.67%635.06 (-36.64) SW632.84 (-29.99)632.84 (-27.99)634.84 (-21.99)635.04 (-17.99) (PROP. EOP)635.32 (-11.97) (EOP)635.60 (-5.99)635.81 (0.00)635.59 (6.01)635.27 (12.14) (EOP)634.95 (18.01) (PROP. EOP)634.74 (22.01)PROPOSED SIDEWALK635.16 (-41.64) SW635.18 (-42.64)637.08 (-48.32)PROP. GRADE WEDDINGTON ROAD - 21+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 23.68' PROP WIDENING 5.88' PROP WIDENING 6.45' PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP 12.00' TURN LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 2.11% 24.43 % 6.43%5.60% 6.24% 1.77%634.05 (-46.66)630.45 (-30.24)630.45 (-28.24)632.45 (-22.24)632.71 (-18.24) (PROP. EOP)633.13 (-11.79) (EOP)633.48 (-6.24)633.54 (0.00)633.47 (5.76)633.15 (11.89) (EOP)632.82 (17.76) (PROP. EOP)632.11 (23.23)PROPOSED SIDEWALK632.70 (-42.61)632.68 (-41.61) SW632.58 (-36.61) SW632.59 (21.76)PROP. GRADE WEDDINGTON ROAD - 22+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 23.97' PROP WIDENING 5.88' PROP WIDENING 6.16' PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP 12.00' TURN LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 1.50% 31.3 7 % 5.79%6.28% 7.05% 9.12% 5.40%633.81 (-36.58) SW631.61 (-30.00)631.61 (-28.00)633.61 (-22.00) 633.84 (-18.00) (PROP. EOP)634.20 (-11.84) (EOP)634.54 (-6.00)634.80 (0.00)634.60 (6.00)634.19 (12.13) (EOP)633.82 (18.00) (PROP. EOP)PROPOSED SIDEWALK633.91 (-41.58) SW635.68 (-47.83)633.93 (-42.58)633.57 (22.00)PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.34 10/18/2019 2:47 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD - 24+00.00 620 630 640 650 660 620 630 640 650 660 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.34' PROP WIDENING 4.87' PROP WIDENING 6.79' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 0.23% 4.20% 50. 0 9 % 8.69% 1.34% 11.51% 3.52% 641.00 (-54.78)634.62 (-30.00)634.62 (-28.00)636.62 (-22.00)636.96 (-18.00) (PROP. EOP)637.55 (-11.21) (EOP)637.99 (-6.00)638.12 (0.00)638.06 (6.00)637.94 (13.13) (EOP)637.87 (18.00) (PROP. EOP)PROPOSED SIDEWALK636.26 (-39.61) SW636.16 (-34.61) SW636.28 (-40.61)637.51 (22.00)637.96 (23.89)PROP. GRADE WEDDINGTON ROAD - 23+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.13' PROP WIDENING 5.88' PROP WIDENING 5.99' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 4.27% 58 . 0 6 % 0.00% 5.31% 5.69%8.05% 4.61%636.22 (-42.70)633.86 (-29.99)633.86 (-27.99)635.86 (-21.99)636.06 (-17.99) (PROP. EOP)636.40 (-12.00) (EOP)636.71 (-5.99)636.79 (0.00)636.60 (6.01)636.27 (12.14) (EOP)635.96 (18.01) (PROP. EOP)PROPOSED SIDEWALK636.20 (-41.70) SW636.10 (-36.70) SW638.48 (-49.49)635.75 (22.01)636.18 (23.32)PROP. GRADE WEDDINGTON ROAD - 23+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 24.07' PROP WIDENING 5.83' PROP WIDENING 6.09' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 0.76%42. 2 5 % 5.00%5.56% 0.40%29.98% 3.09%637.08 (-42.73)634.72 (-30.00)634.72 (-27.99)636.72 (-21.99)636.92 (-17.99) (PROP. EOP)637.22 (-11.90) (EOP)637.52 (-6.00)637.61 (0.00)637.45 (6.00)637.14 (12.17) (EOP)636.82 (18.00) (PROP. EOP)637.33 (22.36)PROPOSED SIDEWALK639.97 (-51.38)637.06 (-41.73) SW636.96 (-36.73) SW636.65 (21.00)PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.35 10/18/2019 2:47 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD - 25+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 EXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 26.98' PROP WIDENING 1.65' PROP WIDENING 7.37' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE CONNECT TO ON SITE PAVING 637.98 (-18.00) (PROP. EOP)638.17 (-10.63) (EOP)638.45 (-6.00)638.80 (0.00)638.80 (6.00)638.26 (16.35) (EOP)638.17 (18.00) (PROP. EOP)ROAD 9 637.96 (22.00)3.54% 40. 0 2 % 5.98% 5.27% 26.32% 1.80% PROP. 2" OVERLAY (TYP) WEDDINGTON ROAD - 24+50.00 620 630 640 650 660 620 630 640 650 660 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 25.06' PROP WIDENING 3.81' PROP WIDENING 7.12' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 13.80% 49. 5 9 % 3.97% 4.33%8.22% 4.29% 52.67 % 16.46%641.00 (-52.08)635.52 (-30.00) 635.52 (-28.00) 637.52 (-22.00)637.69 (-18.00) (PROP. EOP)638.00 (-10.88) (EOP)638.20 (-6.00)638.38 (0.00)638.32 (6.00)637.40 (23.05)637.91 (18.00) (PROP. EOP)638.06 (14.19) (EOP)PROPOSED SIDEWALK 636.80 (-33.84) SW636.92 (-39.84)636.90 (-38.84) SW637.75 (22.00)PROP. GRADE WEDDINGTON ROAD - 25+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 26.07' PROP WIDENING 2.61' PROP WIDENING 7.32' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 20.85% 39.7 9 % 2.30% 5.61% 4.91% 39.85% 9.50% 6.52%640.62 (-51.06)635.48 (-30.00)635.48 (-28.00)637.48 (-22.00)638.37 (-6.00)638.63 (0.00)638.59 (6.00)638.15 (15.39) (EOP)638.02 (18.00) (PROP. EOP)638.11 (-10.68) (EOP)637.70 (-18.00) (PROP. EOP)PROPOSED SIDEWALK 636.50 (-33.06)636.60 (-38.06)636.62 (-39.06)637.83 (22.00)PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.36 10/18/2019 2:47 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD - 27+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 28.89' PROP WIDENING 8.00' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE EX 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP)9.95% 21.91% 3.12% 20.67% 21.23%0.87% 3.34%638.44 (-22.00)638.64 (-18.00) (PROP. EOP)639.02 (-10.00) (EOP)639.21 (-6.00)639.38 (0.00)639.38 (6.00)637.33 (-25.35)637.33 (-27.35)639.33 (-33.35)639.33 (-34.35)634.64 (-48.41)639.13 (18.00) (EOP)638.99 (22.00)638.23 (24.29)5.39% 0.87% PROP. GRADE WEDDINGTON ROAD - 26+00.00 620 630 640 650 660 620 630 640 650 660 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 27.64' PROP WIDENING 0.79' PROP WIDENING 7.57' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 4.77% 34.1 9 % 9.85% 0.48%639.26 (-37.63)636.72 (-30.00)636.72 (-28.00)638.72 (-22.00)639.00 (-18.00) (PROP. EOP)639.00 (-10.43) (EOP)639.00 (-6.00)639.00 (0.00)639.00 (6.00)639.00 (17.21) (EOP)639.00 (18.00) (PROP. EOP)638.57 (22.00)4.00%638.00 (23.70)0.00%0.00% PROP. GRADE WEDDINGTON ROAD - 26+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 28.24' PROP WIDENING 7.79' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE EX 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 6.37% 1.89%29.50 % 14.33% 12.15% 5.95% 0.05%638.71 (-36.31)635.72 (-27.35)635.72 (-25.35)636.84 (-22.00)637.41 (-18.00) (PROP. EOP)638.53 (-10.21) (EOP)639.13 (-6.00)639.13 (0.00)639.13 (6.00)638.85 (18.00) (EOP)638.36 (22.00)0.00%0.03% PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.37 10/18/2019 2:47 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD - 28+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 30.95' PROP WIDENING 7.46' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 24.09% 0.59% 8.25% 7.90% 32.8 2 % 0.09%635.32 (-30.77)638.58 (-17.98) (PROP. EOP)639.20 (-10.52) (EOP)639.57 (-5.98)640.00 (0.00)640.12 (6.02)639.50 (18.02) (EOP)639.16 (22.02)638.25 (-21.98)PROP. GRADE WEDDINGTON ROAD - 28+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 30.28' PROP WIDENING 8.07' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE EX 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 2.42% 24.25% 5.45% 5.49% 20.67%634.90 (-32.46)638.61 (-18.02) (PROP. EOP)639.07 (-10.00) (EOP)639.31 (-6.02)639.65 (0.00)639.87 (5.98)638.38 (-22.02)639.30 (17.99) (EOP)639.10 (21.99)PROP. GRADE WEDDINGTON ROAD - 27+50.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 29.51' PROP WIDENING 8.18' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE EX 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 1.73% 12.87% 27.85% 5.17% 28.30 % 0.22% 5.56%634.27 (-34.25)638.58 (-18.01) (PROP. EOP)639.05 (-9.82) (EOP)639.31 (-5.98)639.59 (0.00)639.63 (5.98)639.22 (17.98) (EOP)639.01 (21.98)638.35 (-22.01)PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.38 10/18/2019 2:47 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD - 30+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 32.74' PROP WIDENING 4.22' EX 12.00' TRAVEL LANEPROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 3.62% 10.67% 11.43% 5.53% 5.93% 29.25 % 0.45%640.70 (-5.89)641.01 (0.00)640.98 (6.11)640.27 (-13.67) (EOP)640.04 (-17.89) (PROP. EOP) 639.82 (-21.89) 639.59 (-22.59)640.25 (18.11) (EOP)640.00 (22.11)PROP. GRADE WEDDINGTON ROAD - 29+50.00 620 630 640 650 660 620 630 640 650 660 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 32.13' PROP WIDENING 5.36' EX 12.00' TRAVEL LANEPROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 11.99% 1.96% 4.96% 30.09 % 3.80% 3.47%639.63 (-21.92)639.83 (-17.92) (PROP. EOP)640.10 (-12.55) (EOP)640.43 (-5.92)640.66 (0.00)640.68 (6.08)640.19 (18.08) (EOP)639.99 (22.08)638.98 (-23.89)PROP. GRADE WEDDINGTON ROAD - 29+00.00 620 630 640 650 620 630 640 650 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 31.55' PROP WIDENING 6.41' PROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE EX 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 2.55% 8.31% 15.83% 1.62% 38.9 8 % 0.62%6.99%636.78 (-30.38)639.75 (-17.95) (PROP. EOP)640.02 (-11.54) (EOP)640.21 (-5.95)640.33 (0.00)640.41 (6.05)640.12 (18.00) (EOP)639.89 (22.00)639.59 (-21.95) 3.54% PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.39 10/18/2019 2:48 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD - 31+00.00 630 640 650 660 630 640 650 660 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 34.31' PROP WIDENING 1.80'EX 12.00' TRAVEL LANEPROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 32.24 % 2.63%5.70% 4.45% 6.52%641.17 (-17.83) (PROP. EOP)641.29 (-16.02) (EOP)641.93 (-5.83)642.05 (0.00)641.88 (6.17)PROPOSED SIDEWALK 638.91 (-27.83)640.91 (-21.83)641.18 (18.17) (EOP)640.94 (22.17)638.91 (-29.83)641.85 (-38.65) SW641.95 (-43.65) SW641.97 (-44.65)643.29 (-48.60)PROP. GRADE WEDDINGTON ROAD - 30+50.00 620 630 640 650 660 620 630 640 650 660 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 33.44' PROP WIDENING 3.03' EX 12.00' TRAVEL LANEPROP 12.00' TURN LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP)PROP. FULL DEPTH ASPHALT (TYP) 2.29%2.23% 12.12% 2.70% 28.06 %3.61% 4.05%639.64 (-25.21)640.92 (-17.86) (PROP. EOP)641.04 (-14.82) (EOP)641.37 (-5.86)641.52 (0.00)641.44 (6.14)PROPOSED SIDEWALK 640.85 (18.14) (EOP)640.37 (22.14)640.76 (-21.86)640.75 (-38.17) SW640.85 (-43.17) SW640.87 (-44.17)639.64 (-27.21)641.64 (-33.21)641.64 (-34.21)640.72 (-36.95)PROP. GRADE WEDDINGTON ROAD - 31+50.00 630 640 650 660 630 640 650 660 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WPROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 35.10' PROP WIDENING 0.80'EX 12.00' TRAVEL LANEEX 11.89' TURN LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP)PROP. FULL DEPTH ASPHALT (TYP) 2.36% 38.4 6 % 17.92% 1.94% 19.99%21.55% 12.75%3.58% 4.55%642.03 (-17.80) (PROP. EOP)642.07 (-17.00) (EOP)642.46 (-5.80)PROPOSED SIDEWALK 642.56 (0.00)642.50 (6.10)642.07 (18.00) (EOP)641.91 (22.00)641.00 (24.73)641.85 (-21.80)640.73 (-25.14)644.77 (-39.13) SW644.87 (-44.13) SW644.89 (-45.13)645.57 (-47.16)640.73 (-27.14)PROP. GRADE 0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.40 10/18/2019 2:48 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C WEDDINGTON ROAD - 32+00.00 630 640 650 660 630 640 650 660 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EX. WATER LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. FIBEROPTIC LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. GAS LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATIONEX. TELECOMMUNICATION LINE (TO REMAIN) ASSUMED DEPTH, SIZE AND LOCATION EXISTING PAVEMENT WIDTH 35.63' PROP WIDENING 0.16' EX 12.00' TRAVEL LANEEX 11.79' TURN LANE PROP 12.00' TRAVEL LANE PROP. 2" OVERLAY (TYP) PROP. FULL DEPTH ASPHALT (TYP) 39.6 6 % 12.22% 4.35% 4.56%28.89% 7.96% 642.21 (-17.61) (EOP) 642.20 (-17.76) (PROP. EOP)642.75 (-5.76)643.00 (0.00)642.85 (6.02)642.27 (18.00)642.05 (22.00)642.01 (-21.76) PROPOSED SIDEWALK647.00 (-56.36)643.08 (-44.59)643.06 (-43.59) SW642.96 (-38.59) SW640.01 (-29.76) 640.01 (-27.76) PROP. GRADE AIRPORT ROAD - 32+50.00 630 640 650 660 630 640 650 660 0 10 20 30 40 500-10-20-30-40-50-60-70 PROPOSED R/WEXISTING R/WEX. GRADE NOTE: 1.ALL LANE WIDTHS FOR LANES ARE TAKEN FROM EDGE LINE TO EDGE LINE. EXISTING PAVEMENT WIDTH 36.70' 34.3 4 % 18.83% 2.46% 8.20% 32.13% 28.02 % 4.61% EX 12.65' TRAVEL LANEEX 12.00' TURN LANE EX 12.05' TRAVEL LANE 643.14 (-17.78)643.70 (0.00)643.10 (18.92)643.66 (6.27)643.60 (-5.73)0 2.5'5'10' 1"=5' SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 1 04.25.19LAND DEVELOPMENT SUBMITTALNROTH NARCAO L I FNRA K J.HAMCM AN2 07.25.19LAND DEVELOPMENT SUBMITTAL 3 10.18.19LAND DEVELOPMENT SUBMITTAL WEDDINGTON POINTE CENTURY COMMUNITIES SOUTHEAST, LLC. UNION COUNTY, NC 7400 CARMEL EXECUTIVE PARK DRIVE, SUITE 205 1018330 WEDDINGTON ROAD CROSS SECTIONS 1"=5' FJM ATB ATB C-9.41 10/18/2019 2:48 PM ANDREW BREIT \\CHFILES\PROJECTS\_2018\1018330\CAD\CONSTRUCTION DOCUMENTS\18330-OFFSITE ROADWAY CROSS SECTIONS WEDDINGTON ROAD.DWG NOTES: 1. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD. PAVEMENT SCHEDULE: ·2" S9.5C ·3" I19.OC ·5" B25.0C