20181069 Ver 1 _Construction Plans _20180806

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LOYACONA ASSOCIATES LPDB 11541 PG 371MB 32 PG 709LOT 2
MGL PARTNERS 2 LLCDB 26744 PG 613DB 25310 PG 79DB 19853 PG 802DB 8033 PG 759MB 31 PG 305LOT 1
SAM'S REAL ESTATE BUSINESS TRUSTDB 25625 PG 177DB 25431 PG 182DB 10584 PG 227
ERVIN PARK RIDGE SEVEN LLCDB 8033 PG 759MB 33 PG 521PARCEL 4
CITY OF CHARLOTTEPIN# 221-12-101& 221-12-501DB 2354 PG 311
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SHIRLEY N HILLDB 20198 PG 517DB 16516 PG 540DB 11278 PG 559MB 28 PG 135PARCEL 2
CAROLINA INVESTMENT GROUP LLCDB 9144 PG 89MB 28 PG 135PARCEL 1
PINEVILLE TNC LLCDB 14227 PG 184DB 10543 PG 476MB 32 PG 709LOT 5
PINEVILLE BJ'S LLCDB 10543 PG 476MB 32 PG 709LOT 6
WS PROP 1 LLCDB 28343 PG 487DB 17276 PG 416DB 14446 PG 242DB 10543 PG 476MB 38 PG 629LOT 4
TKC XXIXX LLCDB 11541 PG 484MB 32 PG 709LOT 3
MECKLENBURG COUNTYDB 4369 PG 740MB 19 PG 392
JOSEPH M BOETTOPIN# 221-46-138DB 13875 PG 468MB 19 PG 167LOT 13 BLOCK 1
DAVID S MCMILLAN& ELISE J MCMILLANPIN# 221-46-139DB 4990 PG 975MB 19 PG 167LOT 12 BLOCK 1
ALFEA CAMIAPIN# 221-46-140DB 16391 PG 70MB 19 PG 167LOT 11 BLOCK 1
STEVEN JOHN PRESCOTTPIN# 221-46-141DB 29098 PG 888MB 19 PG 167LOT 10 BLOCK 1
RUBY MAE MUNGOPIN# 221-46-142DB 31563 PG 23MB 19 PG 167LOT 9 BLOCK 1
CITY OF CHARLOTTEPIN# 221-12-101& 221-12-501DB 2354 PG 311
CITY OF CHARLOTTEPIN# 221-12-101& 221-12-501DB 2354 PG 311
PARK ROADABRA AUTO BODY
REPAIR OF
AMERICA
MCMULLEN
CREEK
MCMULLEN CREEK
GREENWAY
CLT WATER:
MCALPINE
WASTEWATER
TREATMENT PLANT
I-485
SHEET 4
SHEET 5 SHEET 6 SHEET
7
SHEET 8 SHEET 9 SHE
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10
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FOR CONSTRUCTION
PLANS PREPARED BY:
Mecklenburg County Park & Rec
CLT Water
CDOT - Implementation
Construction
Contract Administration
Bid Set No.
CITY ENGINEER
APPROVED _________________ ________Project Name: SOUTH CHARLOTTE CONNECTOR Project Number: 512-16-071DATE
Project Features:
DRAINAGE, PREFABRICATED BRIDGE, BANK STABILIZATION
AND BOARDWALKS
ASPHALT AND CONCRETE GREENWAY, GRADING, RETAINING WALLS,
Project No. 512-16-071
Construction Plans of Proposed
INDEX OF SHEETS CONVENTIONAL SIGNS
VICINITY MAP
NTS
COVER SHEET .................................................................................. 1
GENERAL NOTES ............................................................................ 2
PLAN AND PROFILE ................................................................. 4 - 11
CONSTRUCTION ACCESS PLAN ......................................... CA-01
ENGINEERING & PROPERTY
MANAGEMENT
____________
ENGINEERING & PROPERTY
MANAGEMENT
CROSS CHARLOTTE TRAIL
RECOMMENDED
Horz. Profile ............
Vert. Profile .............
Plan View .................
GRAPHIC SCALES
602040
602040
1248
Cross Section ...........
15510
Storm Water
UTLITIES-BY-OTHERS PLAN ........................................... UBO-01
CROSS SECTIONS ........................................................... X-01 - X-10
TOTAL SHEETS 58
Begin Project
Sta. 100+10 -L-
End Project
Sta. 138+54 -L-
CDOT - Design
PE SEAL
Record Drawings
DRAINAGE STRUCTURE TABLE ................................................. 3
SOUTH CHARLOTTE CONNECTOR
PROJECT
NC LICENSE #F-0102
200 South Tryon Street Suite 200
Charlotte, North Carolina 28202
Phone: [phone]
C 2018 7/16/2018
Know what's below.
before you dig.Call
R
TYPICAL SECTIONS ............................................................. 2A - 2B
CONVENTIONAL SIGNS
Proposed Handrail .....................................................................
Proposed Rip Rap Ditch ..............................................................
Proposed Asphalt Pavement ........................................................
Proposed Asphalt Greenway ......................................................
Proposed Concrete Greenway ....................................................
Tree Protection .............................................................................
Guy Wire ............................................................................................
Accessible Ramp ...................................................................................
Existing Water Meter .............................................................................
Fence ................................................................
Proposed Edge of Pavement ..........................
Existing Drop Inlet..................................................................................
Existing Utility Pole ................................................................................
Existing Storm Drainage ...............................
Railroad Tracks ..............................................
New Property Line ..................................
Slope Stake Line .............................................
Existing Property Line ...................................
Existing Gas Line ...........................................
Existing Underground Telecommunications
Existing Sanitary Sewer ................................
Proposed Storm Drainage .............................
Existing Water Line .......................................
Existing Gas Valve .................................................................................
Existing Sanitary Sewer Manhole .........................................................
Existing Water Valve .............................................................................
Existing Storm Drain Manhole ..............................................................
Proposed Storm Drain Manhole ...........................................................
Existing Telephone Manhole .................................................................
Existing Catch Basin ..............................................................................
Proposed Catch Basin ............................................................................
Existing Light Pole .................................................................................
Temporary Construction Easement .............
Proposed Drop Inlet................................................................................
Existing Fire Hydrant ............................................................................
Iron Pin ....................................................................................................
Existing Structures .........................................
Proposed Light Pole ................................................................................
Proposed Utility Pole ..............................................................................
Existing Underground Electric .....................
Proposed Telephone Manhole ...............................................................
Existing Electric Manhole .....................................................................
Proposed Electric Manhole ...................................................................
Proposed Fire Hydrant ..........................................................................
Existing Tree ...........................................................................................
Proposed Sanitary Sewer Manhole .......................................................
Sidewalk Utility Easement ............................
Storm Drainage Easement ............................
Maintained as R/W Line ................................
Proposed Curb & Gutter, Conc. Drive, Sidewalk ...................
Proposed Ditch Line ....................................................................
Silt Fence .....................................................................................
Proposed Retaining Wall ............................................................
Proposed Boardwalk....................................................................
Stream Side Zone S.W.I.M. Buffer ............................................
Proposed Bridge ......................................................LOCATION MAP
NTS
PROJECT LENGTH = 0.74 MILE
Existing Wetlands ........................................................................
CLT WATER ENGINEERING:
MCALPINE WWTP
CONTACT - WILLIAM RICE
CAPITAL PROJECTS/FACILITIES SUPERVISOR
704-578-9734
[e-mail]
PINEVILLE
CHARLOTTE
TO BALLANTYNE
TO UPTOWN
LOWER MCALPINE, MCMULLEN,
AND FOUR MILE GREENWAY SYSTEM
RETAINING WALL PLAN ..................................................... RW-01
I
-485
PARK
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LANCASTER HWYPIEDMONT NATURAL GAS:
CONTACT - BRIAN CROFT
704-634-4392
[e-mail]
ADAMS OUTDOOR ADVERTISING
CONTACT - JOE CALA
OPERATIONS MANAGER
704-373-1700
**NOTE: CONTRACTOR, AND ANY PERSONNEL SUMMONED BY THE
CONTRACTOR, INCLUDING ALL SUBCONTRACTORS, SHALL CONTACT
WILLIAM RICE, CHARLOTTE WATER (CONTACT INFORMATION BELOW)
AT LEAST 48 HOURS PRIOR TO ARRIVING AT THE PROJECT SITE**
EROSION CONTROL PLANS ................................... EC-01 - EC-10
BOARDWALK LENGTH = 490 LF
BRIDGE LENGTH = 75 LF
FENCE PLAN .................................................................................... 12
TRAFFIC CONTROL PLAN ................................. TCP-01 - TCP-02
DETAILS ................................................................................... 3A - 3E
PAVEMENT MARKING AND SIGNING PLAN .................. PM-01 NORTH C A ROL
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AJAS
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N LEE CL A U D IO-DIAZE
NG I N E E RPROF E S S IO
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ALSEAL
035665
Engineering Services
Utility Coordinator
GREENWAY BUILDING CODE SUMMARY...................... 3F - 3G
GRADING DETAILS ............................................................... 3H - 3I
STRUCTURE PLANS ........................................................ S-01 - S-09
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018
57
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H CAROLINAJASON LEE CLAUDI
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DIAZENGINEE
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PR
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FESSIONALSEAL0356652
GENERAL NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY AND STATE REGULATIONS AND CODES ANDO.S.H.A. STANDARDS.2.NO WORK WITHIN NCDOT OR CITY OF CHARLOTTE RIGHT OF WAY SHALL TAKE PLACE WITHOUT ALL PERMITS.3.EXISTING STRUCTURES WITHIN THE CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED ASNECESSARY. ALL RELATED COSTS SHALL BE INCLUDED IN BASE BID.4.CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORMDRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIESSPECIFICATIONS AND SHALL BE APPROVED BY SUCH AUTHORITIES. ALL COSTS FOR SUCH WORK SHALL BEINCLUDED IN BASE BID. AREAS TO BE DISTURBED SHALL BE IMPROVED PER THE CIVIL PLANS OR RESTORED TOTHEIR ORIGINAL OR BETTER CONDITION. CONTRACTOR SHALL REPAIR ANY EXISTING FEATURES THAT AREDAMAGED DURING CONSTRUCTION TO THE EXISTING OR BETTER CONDITION.5.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY CES GROUPENGINEERS, LLP. ALL INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.6.THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, TRAFFIC MEN,ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY THE CHARLOTTE DEPT. OFTRANSPORTATION (CDOT) WATCH DIAGRAM.7.THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURINGCONSTRUCTION.8.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. ANY GRADING BEYONDTHE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING AND DRAINAGE PLAN WITHOUT AUTHORIZATION ISSUBJECT TO A FINE. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROMTHE AFFECTED PROPERTY OWNERS AND CITY OF CHARLOTTE.9.CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THESTANDARDS OF THE NCDOT AND CITY OF CHARLOTTE.10.THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN THEACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TOPROCEEDING.11.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT ANDCONTINUOUS GRADE.12.CONTRACTOR SHALL POST ASSIGNED BUILDING PERMIT NUMBER AND ADDRESS ON SITE.13.IN ROLLING OR HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BEREQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASEDON FIELD CONDITIONS.14.THIS PROJECT SHALL CONFORM TO THE LATEST EDITION OF PROPOSED ACCESSIBILITY GUIDELINES FORPEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY (SNPRM), PROPOSED TECHNICAL PROVISIONS FOR SHAREDUSE PATHS. THE CONTRACTOR SHALL NOTIFY THE CITY PROJECT MANAGER OF ANY DISCREPANCIES BETWEENTHESE PLANS AND FIELD CONDITIONS PRIOR TO ANY WORK BEING DONE.15.TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST CDOT WATCH HANDBOOK AND THE TRAFFICCONTROL PLANS.1.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTSSHOWN ON THE PLANS.2.THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILLPER THE PROJECT GEOTECHNICAL ENGINEERS SPECIFICATIONS. CONTRACTOR TO FOLLOW GEOTECHNICALEVALUATION REPORT PREPARED BY MACTEC, INC. FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICALENGINEER PRIOR TO PLACEMENT.3.THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPESTABILIZATION ON ALL SLOPES STEEPER THAN 3:1.4.THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR ANY POND/WETLAND LININGSNECESSARY TO PREVENT PERCOLATION.5.THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS ENCOUNTERED.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING AND SAFETY REQUIREMENTS6.ALL CUT OR FILL SLOPES SHALL BE 2:1 OR FLATTER UNLESS OTHERWISE NOTED.7.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.8.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.9.ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERALCONTRACTOR PRIOR TO GROUND BREAKING.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALLREPAIR ALL DAMAGE TO EXISTING UTILITIES, THAT ARE NOT PART OF THE PROPOSED PROJECT, THAT OCCURDURING CONSTRUCTION.11.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.12.LIMITS OF CLEARING SHOWN ON GRADING AND DRAINAGE PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILLSLOPE LIMITS, OR OTHER GRADING REQUIREMENTS.13.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACINGAND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONSPURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTSNO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS.14.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING AND MOISTURE CONDITIONINGNECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS.15.GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BEADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THECENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS.16.ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICT FRINGE BOUNDARY LINE ORFLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THEFLOODWAY REGULATIONS OF MECKLENBURG COUNTY.17.ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILLREQUIRE STORM DRAINAGE DETENTION.18.WEEKEND WORK HOURS ONLY WHEN WORKING ON THE CLT WATER DRIVE.1.DESIGN OF ALL RETAINING WALLS IS TO BE PER NC BUILDING CODE SECTION 1610.3.2.DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY A NC LICENSED ENGINEER WILL BE SUBMITTED TO THELOCAL AUTHORITY FOR APPROVAL PRIOR TO CONSTRUCTION. RETAINING WALLS WILL REQUIRE SUBMITTAL TOCITY ENGINEERING & PROPERTY MANAGEMENT.3.AN NC LICENSED ENGINEER MUST PERFORM CONSTRUCTION OBSERVATION, VERIFYING IN A SEALED LETTER TOTHE LOCAL AUTHORITY THAT RETAINING WALLS ARE CONSTRUCTED PER THE ENGINEERING DRAWINGS INCOMPLIANCE WITH SECTION 1610.3 OF THE NORTH CAROLINA BUILDING CODE.1.GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BEADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS.2.STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES,AND THE MIDPOINT OF THE LIP FOR CATCH BASINS.3.ALL PIPES SHALL BE RCP CLASS III, UNLESS OTHERWISE NOTED.4.WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1 WEEPHOLE PERSTRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF STRUCTURE AND COVERED ON THEOUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED WITH #78 STONE. THERE WILL BE NOSEPARATE PAYMENT FOR THIS WORK.5.ALL MANHOLES AND DRAINAGE STRUCTURES THAT ARE CONNECTED TO O-RING WATER TIGHT PIPE SHALL BECONSTRUCTED WITH A WATER TIGHT CONNECTION WITH BOTH THE UPSTREAM AND DOWNSTREAM PIPE SECTIONS.SEE SHEET EC-01 FOR ADDITIONAL EROSION CONTROL NOTES, DETAILS, AND PHASING.1.THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE APPROPRIATE CITYAND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE CONTRACTOR SHALL PREVENT STANDINGWATER DUE TO CONSTRUCTION. DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS OFDISTURBANCE. THE CONTRACTOR SHALL FOLLOW THE EROSION CONTROL MEASURES SHOWN ON PLAN SHEETS.1.BEFORE DEMOLITION, GRADING, OR CONSTRUCTION BEGINS, CALL URBAN FORESTRY SPECIALIST, TIM PORTER(704-336-4262) FOR INSPECTION OF TREE PROTECTION BARRICADES.2.ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE APPROVED BY THECITY ARBORIST, TIM PORTER.3.TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS (IN MECKLENBURGCOUNTY COUNTY TREE ORDINANCE GUIDELINES OR LAND DEVELOPMENT STANDARDS MANUAL).4.NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED. SUPPLEMENTWITH 1-2 INCHES OF MULCH IF NEEDED. RE-SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS.5.BRUSH, VINES, AND SMALL TREES (LESS THAN 4” IN DIAMETER, OR AS SMALL AS 2” IN CALIPER) INSIDE THESETBACK MAY BE HAND-CLEARED ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE LIMBEDUP TO 6 FEET (AT LEAST 2/3 OF THE BRANCHES SHOULD BE LEFT) TO IMPROVE VISIBILITY.6.EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKFILL ASAP TO MINIMIZEEXPOSURE TO THE AIR.7.NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OROTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE, EXCEPT AS SHOWN ONAPPROVED PLANS.8.TREE PROTECTION BARRIERS SHALL EXTEND AROUND THE TREES WITH A RADIUS OF NO LESS THAN ONEFOOT (1') FOR EVERY ONE INCH (1”) OF TRUNK DIAMETER -OR- ½ THE HEIGHT OF THE TREE (6' MINIMUMWIDTH), WHICHEVER IS GREATER, UNLESS OTHERWISE APPROVED ON AN INDIVIDUAL BASIS BY THE URBANFORESTRY STAFF.9.ALL TREE PROTECTION BARRIERS SHALL BE INSTALLED PRIOR TO ANY GRADING, CONSTRUCTION OR OTHERLAND-DISTURBING ACTIVITY. THEY SHALL BE CONSTRUCTED FROM ANY MATERIAL SUBSTANTIAL ENOUGH TOPROTECT THE ROOTS, TRUNK AND CROWN OF THE TREE, SUCH AS ORANGE SAFETY FENCING ON METALPOSTS, WOODEN 2” X 4” STANDARDS WITH 1” X4” RAILS, OR 3' HIGH SILT FENCE WITH FLAGGING.10.TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION AND NOTREMOVED UNTIL AFTER FINAL INSPECTION BY URBAN FORESTER.11.TREES LOCATED WITHIN THE STREET RIGHT-OF-WAY AND THE TREE PROTECTION ZONE (BUILDING SETBACKWHERE PROPERTY ABUTS THE PUBLIC RIGHT-OF-WAY) SHALL BE PROTECTED FROM DAMAGE OR REMOVAL PERTHE MECKLENBURG COUNTY TREE ORDINANCE.12.ANY PROPOSED CONSTRUCTION OR GRADING ADJACENT TO TREES OR THEIR ROOT SYSTEM MUST BEAPPROVED BY THE URBAN FORESTRY STAFF OF THE CITY ENGINEERING AND PROPERTY MANAGEMENTDEPARTMENT AND/OR THE CITY ARBORIST. THIS INCLUDES THE FOLLOWING: STORM DRAINAGE, UNDERGROUNDUTILITIES, DRIVEWAYS, SIDEWALKS, ETC. UTILITIES MAY BE TUNNELED IN THE ROOT ZONE AT A 24” MINIMUMDEPTH IF PLANS HAVE BEEN APPROVED SHOWING THE LOCATION AND METHOD.13.IN SOME CASES, PERMITS MAY BE ISSUED TO ALLOW TEMPORARY (30 DAYS) ACCESS ACROSS THE TREEPROTECTION ZONE. MULCH, 4” TO 6” DEEP, WILL BE REQUIRED TO ACT AS A CUSHION TO PREVENT SOILCOMPACTION. DO NOT STORE MATERIALS OR PARK MACHINERY IN THE PROTECTED ROOT ZONE.14.NO GRUBBING IS PERMITTED IN THE PROTECTED ROOT ZONE. STUMPS, DEAD TREES, AND ANY SHRUB GROWTHTO BE REMOVED SHALL BE CUT FLUSH OR GROUND OUT.15.DO NOT REMOVE BARRIERS UNTIL FINAL COMPLETION OF PROJECT.16.ROOT PRUNING SHALL BE KEPT TO AN ABSOLUTE MINIMUM. THE CUT SHALL BE MADE NO MORE THAN SIXINCHES (6”) BEHIND THE BACK OF THE CURB AND TO A DEPTH OF TWO FEET (2') BELOW THE SOILSURFACE. ROOT PRUNING EQUIPMENT SHALL BE KEPT SHARP TO ENSURE THAT ROOTS ARE CUT CLEANLY ANDARE NOT BROKEN OR TORN BY DULL OR UNSUITABLE EQUIPMENT. ANY EXPOSED ROOTS SHALL BE COVEREDWITH SOIL AS SOON AS POSSIBLE TO MINIMIZE EXPOSURE TO AIR.17.PRUNING OF EXISTING TREES SHALL BE DONE ACCORDING TO THE LATEST EDITION OF NATIONAL ARBORISTASSOCIATION (NAA) STANDARDS IN A MANNER THAT PRESERVES THE NATURAL CHARACTER OF THE CROWN. APERMIT IS REQUIRED FOR PRUNING TREES IN THE STREET RIGHT-OF-WAY AND TREE PROTECTION ZONE FROMTHE URBAN FORESTRY STAFF.18.TREES DAMAGED BY CONSTRUCTION SHALL BE FERTILIZED BY THE DRILL HOLE OR DEEP ROOT LIQUID INJECTIONMETHOD PER NAA STANDARDS.19.TREES THAT DIE AS A RESULT OF THE CONTRACTOR'S NEGLIGENCE TO THESE SPECIFICATIONS SHALL BEREMOVED AND REPLACED BY THE OWNER'S CONTRACTOR WITH A NEW TREE PLANTED PER MITIGATION TREECHART IN THE TREE ORDINANCE GUIDELINES AND AS DIRECTED BY THE URBAN FORESTRY STAFF AND/OR CITYARBORIST.20.VIOLATIONS OF TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES AND/OR IMMEDIATE CORRECTIVEACTION/MITIGATION.21.NO GRUBBING IS PERMITTED IN THE PROTECTED ROOT ZONE. STUMPS, DEAD TREES AND ANY SCRUB GROWTHTO BE REMOVED SHALL BE GROUND OUT WITH A STUMP GRINDER OR CUT TO GROUND LEVEL, UNLESSOTHERWISE APPROVED.22.ALL PRUNING AND OTHER SURGERY WORK IS TO BE DONE ACCORDING TO NATIONAL ARBORIST ASSOCIATIONAND ANSI A300-2001 STANDARDS.23.NO CLIMBING SPURS WILL BE PERMITTED IN PRUNING. TEARDOWNS, SPLITS, AND PEELING MUST BE AVOIDED.PROPER PRUNING TECHNIQUES MUST BE EXERCISED SO TEARDOWNS, SPLITS, AND PEELING OF BARK DOES NOTOCCUR.24.NO TOPPING, ROUNDING OVER, STUB CUTS, OR FLUSH CUTS.25.ANY TREE ROOTS EXPOSED DUE TO DRIVEWAY OR OTHER CONSTRUCTION MUST BE CLEANLY CUT WITH A SHARPINSTRUMENT AND BACKFILLED AS SOON AS POSSIBLE TO MINIMIZE EXPOSURE TO AIR.26.TREES WITHIN THE STREET RIGHT OF WAY ARE PROTECTED BY LAW. A PERMIT IS REQUIRED FROM THE CITYARBORIST PRIOR TO THE REMOVAL OF ANY RIGHT OF WAY TREES. ALL TREES OVER 8" IN DIAMETER ASMEASURES 4.5' ABOVE GROUND AND LOCATED WITHIN THE SETBACK ARE PROTECTED BY LAW. CONTACT LANDDEVELOPMENT FOR REQUIRED PERMITS.CONSTRUCTION SPECIFICATIONS1.SUBGRADE PREPARATION - PREPARE THE SUBGRADE FOR RIPRAP AND FILTER TO THE REQUIRED LINES ANDGRADES SHOWN ON THE PLANS. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO A DENSITY APPROXIMATINGTHAT OF THE SURROUNDING UNDISTURBED MATERIAL OR OVERFILL DEPRESSIONS WITH RIPRAP. REMOVE BRUSH,TREES, STUMPS AND OTHER OBJECTIONAL MATERIAL. CUT THE SUBGRADE SUFFICIENTLY DEEP THAT THE FINISHEDGRADE OF THE RIPRAP WILL BE AT THE ELEVATION OF THE SURROUNDING AREA. CHANNELS SHOULD BEEXCAVATED SUFFICIENTLY TO ALLOW PLACEMENT OF THE RIPRAP IN A MANNER SUCH THAT THE FINISHED INSIDEDIMENSIONS AND GRADE OF THE RIPRAP MEET DESIGN SPECIFICATIONS.2.SAND AND GRAVEL FILTER BLANKET - PLACE THE FILTER BLANKET IMMEDIATELY AFTER THE GROUND FOUNDATIONIS PREPARED. FOR GRAVEL, SPREAD FILTER STONE IN A UNIFORM LAYER TO THE SPECIFIED DEPTH. WHERE MORETHAN ONE LAYER OF FILTER MATERIAL IS USED, SPREAD THE LAYERS WITH MINIMAL MIXING.3.SYNTHETIC FILTER FABRIC - PLACE THE CLOTH FILTER DIRECTLY ON THE PREPARED FOUNDATION. OVERLAP THEEDGES BY AT LEAST 12 INCHES, AND SPACE ANCHOR PINS EVERY 3 FT ALONG THE OVERLAP. BURY THE UPSTREAMEND OF THE CLOTH A MINIMUM OF 12 INCHES BELOW GROUND AND WHERE NECESSARY, BURY THE LOWER END OFTHE CLOTH OR OVERLAP WITH THE NEXT SECTION AS REQUIRED. TAKE CARE NOT TO DAMAGE THE CLOTH WHENPLACING RIPRAP. IF DAMAGE OCCURS REMOVE THE RIPRAP AND REPAIR THE SHEET BY ADDING ANOTHER LAYEROF FILTER MATERIALS WITH A MINIMUM OVERLAP OF 12 INCHES AROUND THE DAMAGE AREA. IF EXTENSIVEDAMAGE IS SUSPECTED, REMOVE AND REPLACE THE ENTIRE SHEET.4.WHERE LARGE STONES ARE USED OR MACHINE PLACEMENT IS DIFFICULT, A 4-INCH LAYER OF FINE GRAVEL ORSAND MAY BE NEEDED TO PROTECT THE FILTER CLOTH.5.STONE PLACEMENT - PLACEMENT OF RIPRAP SHOULD FOLLOW IMMEDIATELY AFTER PLACEMENT OF THE FILTER.PLACE RIPRAP SO THAT IT FORMS A DENSE, WELL-GRADED MASS OF STONE WITH A MINIMUM OF VOIDS. THEDESIGNED DISTRIBUTION OF STONES THROUGHOUT THE MASS MAY BE OBTAINED BY SELECTIVE LOADING AT THEQUARRY AND CONTROLLED DUMPING DURING FINAL PLACEMENT. PLACE RIPRAP TO ITS FULL THICKNESS IN ONEOPERATION. DO NOT PLACE RIPRAP BY DUMPING THE THROUGH CHUTES OR OTHER METHODS THAT CAUSESEGREGATION OF STONE SIZES. TAKE CARE NOT TO DISLODGE THE UNDERLYING BASE OR FILTER WHEN PLACINGTHE STONES.6.THE FINISHED SLOPE SHOULD BE FREE OF POCKETS OF SMALL STONE OR CLUSTERS OF LARGE STONES. HANDPLACING MAY BE NECESSARY TO ACHIEVE THE PROPER DISTRIBUTION OF STONE SIZES TO PRODUCE A RELATIVELYSMOOTH, UNIFORM SURFACE. THE FINISHED GRADE OF RIPRAP SHOULD BLEND WITH THE SURROUNDING AREA. NOOVERFALL OR PROTRUSION OF RIPRAP SHOULD BE APPARENT.MAINTENANCE7.THE CONTRACTOR SHALL INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS, AND MAKEREPAIRS PROMPTLY. GIVE SPECIAL ATTENTION TO THE OUTLET AND INLET SECTIONS AND OTHER POINTS WHERECONCENTRATED FLOW ENTERS. CAREFULLY CHECK STABILITY AT ROAD CROSSINGS AND LOOK FOR INDICATIONSOF PIPING, SCOUR HOLES, OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY. MAINTAIN ALL VEGETATIONADJACENT TO THE CHANNEL IN A HEALTHY VIGOROUS CONDITION TO PROTECT THE AREA FROM EROSION ANDSCOUR DURING OUT-OF-BANK FLOW. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOMELOCATIONS.STD. NO.TITLE200.02....................METHOD OF CLEARING - METHOD II300.01....................METHOD OF PIPE INSTALLATION654.01....................PAVEMENT REPAIRS838.11 .................... BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS840.14....................CONCRETE DROP INLET840.16....................DROP INLET FRAME AND GRATE840.31....................CONCRETE JUNCTION BOX840.35....................TRAFFIC BEARING GRATED DROP INLET1.THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR AS DIRECTED BY THEENGINEER.2.THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TO REMOVAL UNLESSOTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE 1 FOOT MINIMUM FROM THE EXISTING EDGEOF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE-INTO FACE OF PROPOSED CURB AND GUTTER.3.THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPERLONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN EXISTING PAVEMENT, UNLESS OTHERWISENOTED.4.PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT. MATCHREPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY:CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE (3600 PSI)ASPHALT - (COMMERCIAL) TWO INCH SF9.5B COURSE AND FOUR INCH I19.0B INTERMEDIATE COURSE.(RESIDENTIAL) TWO INCH SF9.5B COURSE AND FOUR INCH AGGREGATE BASE COURSE (ABC)GRAVEL - SIX INCH INCIDENTAL STONE5.SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS PER CITY STD. NO.10.22.6.THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE RAMPS AT INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS AND CONSTRUCTION PLANS.7.CROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 2.0%.8.RUNNING SLOPES ALONG SIDEWALKS SHALL NOT EXCEED 5.0%, OR THE ADJACENT ROADWAY SLOPE AS MEASUREDAT THE GUTTER PAN, WHICHEVER IS GREATER.9.A TURNING SPACE (LANDING) SHALL BE PROVIDED AT ALL LOCATIONS WHERE A PEDESTRIAN MIGHT TURN TOCHANGE DIRECTION OF TRAVEL. THE LANDING SHALL BE A MINIMUM OF 4 FEET BY 4 FEET, UNLESS NOTED BY THEENGINEER. TYPICALLY LANDING DIMENSIONS WILL MATCH SIDEWALK WIDTH. THE LANDING ALSO SHALL NOTEXCEED 2.0% SLOPE MEASURED PERPENDICULAR TO THE ROADWAY. THE LANDING ALSO SHALL NOT EXCEED 2.0%OR ADJACENT ROADWAY SLOPE, WHICHEVER IS GREATER, MEASURED PARALLEL TO THE ROADWAY.10.A CROSS SLOPE TRANSITION PANEL MAY BE REQUIRED WHERE PROPOSED SIDEWALK MEETS EXISTING SIDEWALKWITH A CROSS SLOPE GREATER THEN 2.0%. THE TRANSITION PANEL SHALL NOT EXCEED 2.0% ON THE SIDE OF THEPROPOSED SIDEWALK AND/OR RAMP, AND SHALL MATCH THE EXISTING CROSS SLOPE ON THE SIDE OF THEEXISTING SIDEWALK.11.THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE CURB RAMPS AT INTERSECTIONS INACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE CURB RAMPS DETAILS, "PROPOSED ACCESSIBILITYGUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY" (PROWAG), CONSTRUCTION PLANS &NCDOT STANDARD DRAWINGS.12.RUNNING SLOPES ALONG CURB RAMPS SHALL NOT EXCEED 8.3%, BUT SHALL NOT REQUIRE THE RAMP LENGTH TOEXCEED 15 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL PANELS OF THE RAMP MUST EQUAL THESAME PERCENTAGE.13.FLARES SHLL BE 10.0% MAXIMUM SLOPE (WHERE APPLICABLE), UNLESS OTHERWISE DIRECTED BY THE ENGINEER.14.RAMP CROSS SLOPE SHALL NOT EXCEED 2.0%, OR THE ADJACENT ROADWAY SLOPE AS MEASURED AT THE GUTTERPAN, WHICHEVER IS GREATER.15.A TURNING SPACE (LANDING) SHALL BE PROVIDED AT ALL LOCATIONS WHERE A PEDESTRIAN MIGHT TURN TOCHANGE DIRECTION OF TRAVEL. THE LANDING SHALL BE A MINIMUM OF 4 FEET BY 4 FEET, UNLESS NOTED BY THEENGINEER. TYPICALLY LANDING DIMENSIONS WILL MATCH SIDEWALK WIDTH. THE LANDING SHALL NOT EXCEED 2.0%SLOPE MEASURED PERPENDICULAR TO THE ROADWAY. THE LANDING ALSO SHALL NOT EXCEED 2.0% OR ADJACENTROADWAY SLOPE, WHICHEVER IS GREATER, MEASURED PARALLEL TO THE ROADWAY.CITY OF CHARLOTTE LAND DEVELOPMENT STANDARD DRAWINGS:TITLESTD. NO.ABAND.............ABANDONEDA.D................... ALGEBRAIC DIFFERENCEASPH............... ASPHALTAPPROX.......... APPROXIMATELYB/C...................BACK OF CURBBIT....................BITUMINOUSBM.................... BENCH MARKCB.................... CATCH BASINC&G..................CURB AND GUTTERCL.....................CLEARANCEC/L FENCE.......CHAIN LINK FENCECMP................. CORRUGATED MTL PIPECONC............... CONCRETECONST............. CONSTRUCTIONDB.....................DEED BOOKDI......................DROP INLETDIA....................DIAMETERDW.................... DRIVEWAYDIM................... DIMENSIONE.......................EAST/EASTINGEA.....................EACHELEV................. ELEVATIONEOP...................EDGE OF PAVEMENTESMT................ EASEMENTEXIST................ EXISTINGF/C...................FACE OF CURBFES.................. FLARED END SECTIONFH.....................FIRE HYDRANTFOC.................. FIBER OPTIC CABLEGV.................... GAS VALVEHORIZ.............. HORIZONTALINT....................INTERSECTIONINV....................INVERTIP......................IRON PIN SETL........................LENGTHLF..................... LINEAR FOOTAGELT..................... LEFTlb.......................POUNDLP.....................LIGHT POLEMAX.................. MAXIMUMMIN................... MINIMUMMONO.............. MONOLITHICmph..................MILES PER HOURMTL.................. METALN...................... NORTH/NORTHINGNTS.................. NOT TO SCALEO/H...................OVER HEADOC.................... ON CENTERPAVT................ PAVEMENTPC.....................POINT OF CURVATUREPERM............... PERMANENTPG.................... PAGEPK.....................PK NAIL SETPP.....................POWER POLEPROP............... PROPOSEDPSE.................. PERM SW EASEMENTPT.....................POINT OF TANGENCYPVI....................POINT OF VERT INTPUE.................. PERM UTILITY ESMTr........................RADIUSRT.....................RIGHTRCP.................. REINFORCED CONC PIPERELOC............ RELOCATER/W..................RIGHT OF WAYS.......................SOUTHSD.................... STORM DRAINSF.....................SQUARE FOOTS/R FENCE...... SPLIT RAIL FENCESS.................... SANITARY SEWERSTA.................. STATIONSTD.................. STANDARDSW.................... SIDEWALKTAN.................. TANGENTTCE.................. TEMP CONST ESMTTEMP............... TEMPORARYTP.....................TRAVERSE POINTT/W...................TEST WIRETYP.................. TYPICALU/G...................UNDER GROUNDVC.................... VERTICAL CURVEVERT................ VERTICALW......................WESTW/.....................WITHWM................... WATER METERW VAULT......... WATER VAULTWV.................... WATER VALVE60p...................SIXTY PENNY NAIL SET'.........................FOOT''........................INCH10.17A..............STANDARD CURB AND GUTTER10.17C..............CURB AND GUTTER10.22..............CONCRETE SIDEWALKS10.24A..............COMMERCIAL TYPE II AND RESIDENTIAL TYPE I DROP CURB DRIVEWAY WITH SIDEWALK ABUTTING CURB (2'-6" CURB AND GUTTER)10.35A..............STANDARD PLACEMENT OF CURB RAMP AND GENERAL NOTES10.35B..............TRUNCATED DOMES PLAN AND CROSS-SECTION20.00A..............NCDOT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE20.00B..............NCDOT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE20.00C..............NCDOT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE20.29..............OVERLAPPING STORM DRAINAGE/SANITARY SEWER EASEMENTS20.30..............MINIMUM DRAINAGE EASEMENT REQUIREMENTS FOR STORM DRAIN PIPES30.06A..............TEMPORARY SILT FENCE30.11A..............STABILIZED CONSTRUCTION ENTRANCE30.17..............TEMPORARY SEEDING SCHEDULE40.02..............TREE PROTECTION DETAILNCDOT 2012 STANDARD DRAWINGS:THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE TO THIS PROJECT AND BYREFERENCE ARE CONSIDERED A PART OF THESE PLANS. NCDOT STANDARDS SHALL BE USED. CHARLOTTE LANDDEVELOPMENT STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE NCDOT STANDARD.GENERALGRADINGSTRUCTURESUTILITIESDRAINAGEABBREVIATIONSEROSION CONTROLRIPRAPSTANDARD DRAWINGSINCIDENTALSTREE PROTECTIONSTORMWATER DRAINAGE AREAS TO BE PROTECTED AND MAINTAINED AT ALL TIMES. AREAS ADJACENT TOSTORMWATER OUTFALLS SHALL BE WRAPPED IN SAFETY FENCE, AS SHOWN ON EROSION CONTROL PLANS, BEFORESITE WORK BEGINS AND WILL REMAIN OFF LIMITS UNTIL WORK IS TO TAKE PLACE IN THAT SPECIFIC AREA. SEE SPECIALPROVISIONS FOR SAFETY FENCE SPECIFICATIONS AND DETAILS. ALL WORK IN AND AROUND STORMWATER OUTFALLSOR AFFECTING DRAINAGE PIPES OR STRUCTURES WILL BE SPECIFICALLY SCHEDULED AND COORDINATED IN ADVANCEWITH CHARLOTTE WATER STAFF FOR INSPECTION PURPOSES. CLT WATER RESERVES THE RIGHT TO REQUESTCHANGES TO SPECIFIC SAFETY FENCE LOCATIONS SHOWN ON THESE PLANS. SEE COVER SHEET FOR WILL RICECONTACT INFORMATION.OUTFALL PROTECTION - SPECIAL NOTETHE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER VAULTS TO FINISHED GRADE.WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE INSTALLED WITHIN CONCRETE BOXES.GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS. VIA THE CITY UTILITYCOORDINATOR AND CONSTRUCTION INSPECTOR, THE CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS ATLEAST TWO WEEKS PRIOR TO CONSTRUCTION.UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE HELD RESPONSIBLE FOR THEACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR COMPLETENESS OF UTILITY INFORMATION.PRIOR TO CONSTRUCTION AND VIA THE CITY UTILITY COORDINATOR AND THE CITY INSPECTOR, THE CONTRACTORSHALL NOTIFY AND MEET WITH ALL UTILITIES AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALLPROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTORSHALL HOLD THE CITY HARMLESS FOR ANY THIRD-PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES ORTHAT OF HIS AGENTS. ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL RESPONSIBILITY.AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER LINES ONLY. ALL OTHERADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS UTILITY OWNERS. VIA THE CITY UTILITYCOORDINATOR AND CITY INSPECTOR, THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS NOTTO ADVERSELY AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY DELAYS ORDISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY OWNERS. THE CONTRACTOR SHALL STAY A MINIMUM OF 5FEET AWAY FROM ALL UTILITY POLES.FOR UTILITY LOCATES CALL NORTH CAROLINA ONE-CALL @ 1-800-632-494.WARNING: OVERHEAD UTILITIES. UNLESS OTHERWISE NOTED FOR RELOCATION, THE CONTRACOTR IS TO WORKUNDER ALL EXISTING OVERHEAD UTILITIES.
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TYPICAL SECTION #1 - 12' WIDE GREENWAY
CL
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101+60 102+18
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101+53 101+60
102+66 108+90
112+88 130+37
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131+10 132+54-L-
138+39 138+45-L-
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Z APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO.DATEBYDESCRIPTIONSOUTH CHARLOTTECONNECTORPlans Prepared By:200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102C 2018Know what's below.
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TYPICAL SECTIONS2BAPPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO.DATEBYDESCRIPTIONSOUTH CHARLOTTECONNECTORPlans Prepared By:200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102C 2018Know what's below.
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DRAINAGE STRUCTURE
TABLE
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
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FESSIONALSEAL035665Drainage Structure TableABBREVIATIONSTOTAL
CHAIN-LINK SECURITY FENCE DETAILDOUBLE SWING GATE (TYPE FE7 FENCE)ELEVATIONPLAN3A
DETAILS
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
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FESSIONALSEAL03566533APEDESTRIAN REFUGE DETAILNOT TO SCALE23ADOUBLE SWING DATESOURCE: CLT WATER13ACHAIN-LINK SECURITY FENCESOURCE: CLT WATERASPHALT PAVEMENT (AS REQUIRED)
3B
DETAILS
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
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FESSIONALSEAL03566513BSAFETY RAILNOT TO SCALE5"114" RAIL(TYP.)114" RAIL4"3'-6"9"1'-0"1'-0"114" RAIL6'-0" (MAX. - EQUAL PANELS)R=412"(TYP.)114" RAIL3.75"(TYP.)MAX.OPEN.GALVANIZED HEXNUT & SQUAREWASHERPOST (114"SCH. 40 STEELTUBING)3"(MIN.)3"(MIN.)RAIL CONNECTIONVERTICAL RAILTOP RAILBOTTOM RAILSAFETY RAILBASE MOUNT58" BOLT EPOXIEDINTO CONCRETE18"18"CONCRETE GREENWAY1.PIPE RAILING & POST: SCHEDULE 40 GALVANIZED STEEL PIPE MEETING THEREQUIREMENTS OF ASTM A53.2.BASE PLATE: BASE PLATE SHALL BE IN ACCORDANCE WITH ASTM B209.3.JOINTS: ALL FIXED JOINTS ARE TO BE EITHER WELDED ALL AROUND ANDGROUND SMOOTH OR COMMERCIALLY DESIGNED FIXED JOINT SYSTEMS(SOLDERED, BRAZED, FUSED, BONDED OR SHRINK FITTED).4.WELDING: ALL WELDING BE IN ACCORDANCE WITH THE AMERICANWELDING SOCIETY STRUCTURAL WELDING CODE.5.RAIL ANCHORS SHOWN IN THIS DETAIL REFER TO ATTACHMENT TO CONCRETE GREENWAY WITH FOOTINGS. IN LOCATIONS WHERE CONCRETE PAVEMENT IS ON TOP OF OR ADJACENT TO RETAINING WALLS, THE SAFETY RAIL SHALLBE INSTALLED TO THE RETAINING WALL PER MANUFACTURER'S RECOMMENDATIONS.6.CONTRACTOR TO SUBMIT SHOP DRAWINGS AND SAMPLES.SAFETY RAIL ANCHOR ON CONCRETE GREENWAY6"SEE TYPICAL SECTIONSFOR FOOTING DETAILS114" SCH 40AT 5" O.C.(TYP.)2'-6"FINISHED GRADE6"18"6"18"
6"2"x4" RED RECTANGULAR METALCONCRETE FOOTINGCLASS 'AA' @ 4500 PSI6" OF #5 WASHED STONE3'-0"95% COMPACTEDSUBGRADE1" SLOPEPIPE BOLLARD,PAINT YELLOW6" STEEL DIA.REFLECTOR, 4 PER BOLLARD,1 EA. ON ALL 4 SIDES.FINISHED GRADE7" x 10" BASE PLATE WITH(4) 12" MOUNTING HOLESHINGE PINSLIDING LOOP HANDLE TOLOCK BOLLARD IN PLACE2" GALVANIZEDSTEEL BOLLARD(2) 2" x 1" LOCK TABSWITH 12" HOLES23BCOLLAPSIBLE BOLLARDNOT TO SCALE33BPERMANENT BOLLARDNOT TO SCALEASPHALT TRAIL(SEE SHEET 2AFOR TYPICALSECTIONS)95% COMPACTEDSUBGRADEUNDISTURBED SOIL12"24"(4) 1/" DIA. X 12" STAINLESSSTEEL ANCHOR BOLTS WITHNUTS AND LOCK WASHERSREINFORCED CONCRETEFOOTING (BY CONTRACTOR)
3C
DETAILS
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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FESSIONALSEAL035665
3D
TEST HOLE
DETAILS
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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FESSIONALSEAL035665
3E
TEST HOLE
DETAILS
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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FESSIONALSEAL035665
3F
GREENWAY
BUILDING
CODE
SUMMARY APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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FESSIONALSEAL035665
3G
GREENWAY
BUILDING
CODE
SUMMARY APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
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FESSIONALSEAL035665
100+00
101+00PROPOSED 12' GREENWAY (-L-)SEE SHEETS 4 TO 11MCMULLEN CREEK GREENWAYTIE TO EXISTING GREENWAYTIE TO EXISTING GREENWAYPROPOSED 12' GREENWAY (-L-)SEE SHEETS 4 TO 11PROPOSED CONCRETE TO REPLACEEXISTING GREENWAYPAVEMENT 6" CONCRETE WITHMICROFIBER REINFORCEMENTON 6" ABC3H
GRADING DETAILS
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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FESSIONALSEAL035665NORTHNORTH13HSIDEWALK AND CURB RAMP - GRADING PLAN23HMCMULLEN CREEK GREENWAY CONNECTION - GRADING PLAN
PROPOSED 12' GREENWAY (-L-)SEE SHEETS 4 TO 11PARK ROAD(EXISTING 70' PUBLIC R/W)0+000+501+001+253I
GRADING DETAILS
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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FESSIONALSEAL035665NOR
T
H13IDRIVEWAY CROSSING AND RECONSTRUCTION - GRADING PLANCONSTRUCTION OF CLT WATERDRIVEWAY TO TAKE PLACE DURINGWEEKEND WORK HOURS ONLY
PARK ROAD(EXISTING 70' PUBLIC R/W)S60°10'52"E
166.50'
SAM'S REAL ESTATE BUSINESS TRUST
DB 25625 PG 177
DB 25431 PG 182
DB 10584 PG 227
PARK RD BTS LLC
DB 30414 PG 897
DB 8033 PG 759
CITY OF CHARLOTTE
DB 2354 PG 311PINEVILLECHARLOTTE10
0
+
0
0
101+00102+00 103+00
104+00
C1
C2 C3
BEGIN SAFETY RAIL
STA:101+57.38
OFF:8.50'LT
END SAFETY RAIL
STA:102+65.93
OFF:8.50'LT
1.
5
%
CENTERLINE OF DRIVEWAY
STA:101+43.55
OFF:0.00'
PROPOSED RETAINING WALL #1
SEE RETAINING WALL SHEET RW-01
PROPOSED FENCE
SEE SHEET 12
RETAIN EXISTING
FENCE, SEE SHEET 12
ACCESSIBLE RAMP
SEE DETAIL SHEET 3H
PROPOSED DRIVEWAY REPLACEMENT
SEE DETAIL SHEET 3I
BEGIN ASPHALT
-L- STA:101+53.40
BEGIN CONSTRUCTION -L-
STA:100+09.21
END ASPHALT
-L- STA:101+23.36
PAVEMENT STRIPING, SEE SHEET PM-01
ACCESSIBLE RAMP
SEE DETAIL SHEET 3H
PERMANENT BOLLARD
SEE DETAIL SHEET 3B
BEGIN ASPHALT
-L- STA:100+67.10
ACCESSIBLE PEDESTRIAN REFUGE
SEE DETAIL SHEET 3H
PROPOSED SIDEWALK
SEE DETAIL SHEET 3I
REMOVE EXISTING GUARDRAIL
AND SIDEWALK, GRADE TO
EXISTING AND SEED AREA
COLLAPSIBLE BOLLARD (TYP)
SEE DETAIL SHEET 3B
RETAIN EXISTING
FENCE, SEE SHEET 12
GUARDRAIL END UNIT
TYPE TL-3, NCDOT STD. 862.01
PERMANENT BOLLARD
SEE DETAIL SHEET 3B
RETAIN EXISTING SSMH
PROPOSED 12' GREENWAY (-L-)
SEE EROSION CONTROL PLANS FOR
TREE PROTECTION (TYP)
REMOVE AND RELOCATE
EXISTING SIGN
SEE "UTILITIES BY OTHERS" PLAN
63 LF OF 2' GUTTER. DRIVEWAY GUTTER PAN PER
CLDSM 10.25E, TYPE II MODIFIED DRIVEWAY
27 LF OF 2' 6" CURB & GUTTER
29 LF OF 2' 6" CURB & GUTTER
S51°52'59"E
101.12'
PERMANENT GREENWAY
EASEMENT (TYP)
PROPOSED TREE PROTECTION
PER CLDSM STD 40.02 (TYP.)
CROSSWALK TO BE INSTALLED BY OTHERS,
SEE SHEET PM-01
Hor. Scale:1"=20'
Vert. Scale: 1"=4'
-L- PROFILE
99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50
-L- CURVE 1
PI STA.=100+75.55
∆=86°47'26"
L=15.13'
T=9.44'
R=9.99'
-L- CURVE 2
PI STA.=101+60.34
∆=56°03'19"
L=9.78'
T=5.32'
R=10.00'
-L- CURVE 3
PI STA.=102+70.28
∆=8°17'53"
L=8.69'
T=4.35'
R=60.00'APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO.DATEBYDESCRIPTIONSOUTH CHARLOTTECONNECTORPlans Prepared By:200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102C 2018Know what's below.
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035665
PLAN AND PROFILENOR
T
H
4MATCHLINE STA 104+50SEE SHEET 5NOTE: LIMITS OF DISTURBANCE SHOWN ON
EROSION CONTROL PLANS ONLY
S58°24'11"E
121.28'
S44°40'38"E
48.84'
S50°36'10"E
85.34'
S54°53'02"E
48.20'
CITY OF CHARLOTTE
DB 2354 PG 311
105+00
106+00
107+00
108+00
109+00
C4 C5
C6
C7
C8
C9
T=10.35'
R=200.00'
T=3.74'
R=100.00'
T=15.75'
R=100.00'
PROPOSED 12' GREENWAY (-L-)
PROPOSED "V" DITCH #1
SEE TYPICAL SECTIONS SHEET 2A
PROPOSED FENCE
SEE SHEET 12
SEE EROSION CONTRO
L

P
L
A
N
S

F
O
R
TREE PROTECTION (TY
P
)
APPROXIMATE LOCATION
OF TEST HOLE ID: 3
S47°26'44"E
58.82'
PERMANENT GREENWAY EASEMENT (TYP)
PROPOSED TREE PROTECTION
PER CLDSM STD 40.02 (TYP.)
AVOID SSMH IMPACTS
Hor. Scale:1"=20'
Vert. Scale: 1"=4'
-L- PROFILE
104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50
-L- CURVE 4
PI STA.=104+66.55
∆=12°44'07"
L=22.23'
T=11.16'
R=100.00'
-L- CURVE 5
PI STA.=105+46.03
∆=10°57'27"
L=19.12'
T=9.59'
R=100.00'
-L- CURVE 6
PI STA.=106+88.88
∆=13°43'33"
L=23.96'
T=12.04'
R=100.00'
-L- CURVE 7
PI STA.=107+59.99
∆=5°55'32"
L=20.68'
T=10.35'
R=200.00'
-L- CURVE 8
PI STA.=108+59.40
∆=4°16'52"
L=7.47'
T=3.74'
R=100.00'
-L- CURVE 9
PI STA.=109+27.09
∆=17°54'07"
L=31.24'
T=15.75'
R=100.00'APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO.DATEBYDESCRIPTIONSOUTH CHARLOTTECONNECTORPlans Prepared By:200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102C 2018Know what's below.
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57NORTH C A ROL
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NG I N E E RPROF E S S IO
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ALSEAL
035665
PLAN AND PROFILENORT
H
5MATCHLINE STA 109+50SEE SHEET 6MATCHLINE STA 104+50SEE SHEET 4NOTE: LIMITS OF DISTURBANCE SHOWN ON
EROSION CONTROL PLANS ONLY
S36°58'55"E
194.74'
S50°22'1
4
"
E
74.70'
CITY OF CHARLOTTE
DB 2354 PG 311
110+00 111+00
112+00
113
+
0
0
114+00C10
C11
C12
C13
HW
1
HW
2
PROPOSED 12' GREENWAY (-L-)
PROPOSED FENCE
SEE SHEET 12
REMOVE 15 LF EXISTING DRAINAGE
PIPE, COORDINATE WITH CLT WATER
PRIOR TO REMOVAL
PROPOSED "V" DITCH #1
SEE TYPICAL SECTIONS SHEET 2A
REMOVE 22 LF EXISTING DRAINAGE
PIPE, COORDINATE WITH CLT WATER
PRIOR TO REMOVAL
REMOVE EXISTING
SILT FENCE
SEE EROSION CONTROL PLANS SHEET EC-05 FOR
INFORMATION REGARDING OUTFALL CONSTRUCTION
CONTRACTOR TO SET TEMPORARY
FENCING OR RESET ANY FENCE
CROSSING OR INTERFERING WITH
INSTALLATION OF PROPOSED STORM
PIPES OR HEADWALLS
PERMANENT GREENWAY
EASEMENT (TYP)
Hor. Scale:1"=20'
Vert. Scale: 1"=4'
-L- PROFILE
109+50 110+00 110+50 111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50
-L- CURVE 10
PI STA.=111+49.06
∆=13°23'19"
L=23.37'
T=11.74'
R=100.00'
-L- CURVE 11
PI STA.=112+64.97
∆=32°56'59"
L=57.51'
T=29.57'
R=100.00'
-L- CURVE 12
PI STA.=113+37.75
∆=12°21'34"
L=21.57'
T=10.83'
R=100.00'
-L- CURVE 13
PI STA.=114+10.31
∆=5°54'11"
L=10.30'
T=5.16'
R=100.00'APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO.DATEBYDESCRIPTIONSOUTH CHARLOTTECONNECTORPlans Prepared By:200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102C 2018Know what's below.
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57NORTH C A ROL
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NG I N E E RPROF E S S IO
N
ALSEAL
035665
PLAN AND PROFILENORTH6MATCHLINE STA 114+50SEE SHEET 7MATCHLINE STA 109+50SEE SHEET 5NOTE: LIMITS OF DISTURBANCE SHOWN ON
EROSION CONTROL PLANS ONLY
CITY OF CHARLOTTE
DB 2354 PG 311
115+00
116+00
117+00
118+00
119+00
C14
C15
HW
3
HW
4
EAST I-485 OUTER HWY
(EXISTING 350' PUBLIC R/W)
PROPOSED 12' GREENWAY (-L-)
EXISTING FENCE TO REMAIN
PROPOSED FENCE
SEE SHEET 12
REMOVE 15 LF EXISTING DRAINAGE
PIPE, COORDINATE WITH CLT WATER
PRIOR TO REMOVAL
SEE EROSION CONTROL PLANS SHEET EC-06 FOR
INFORMATION REGARDING OUTFALL CONSTRUCTION
CONTRACTOR TO SET TEMPORARY
FENCING OR RESET ANY FENCE
CROSSING OR INTERFERING WITH
INSTALLATION OF PROPOSED STORM
PIPES OR HEADWALLS
PERMANENT GREENWAY
EASEMENT (TYP)
PROPOSED TREE PROTECTION
PER CLDSM STD 40.02 (TYP.)
Hor. Scale:1"=20'
Vert. Scale: 1"=4'
-L- PROFILE
114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00 118+50 119+00 119+50
-L- CURVE 14
PI STA.=115+46.55
∆=4°58'48"
L=8.69'
T=4.35'
R=100.00'
-L- CURVE 15
PI STA.=116+73.26
∆=17°34'23"
L=153.35'
T=77.28'
R=500.00'APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO.DATEBYDESCRIPTIONSOUTH CHARLOTTECONNECTORPlans Prepared By:200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102C 2018Know what's below.
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57NORTH C A ROL
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ALSEAL
035665
PLAN AND PROFILENORTH7MATCHLINE STA 119+50SEE SHEET 8MATCHLINE STA 114+50SEE SHEET 6NOTE: LIMITS OF DISTURBANCE SHOWN ON
EROSION CONTROL PLANS ONLY
Hor. Scale:1"=20'
Vert. Scale: 1"=4'
-L- PROFILE
119+50 120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50
CITY OF CHARLOTTE
DB 2354 PG 311
120+00
121+00
122+00 123+00 124+00C16
EAST I-485 O
U
T
E
R

H
W
Y
(EXISTING 35
0
'

P
U
B
L
I
C

R
/
W
)
PROPOSED 12' GREENWAY (-L-)
PROPOSED FENCE
SEE SHEET 12
EXISTING FENCE
378 SF GRAVEL DRIVE, 3"-4"
OF ABC RIP RAP WITH TYPE II
GEOTEXTILE FABRIC BELOW
STA:120+03.96
OFF:11.00'R STA:120+27.43
OFF:11.00'R
STA:122+68.23
OFF:11.00'R STA:122+92.23
OFF:11.00'R
5' CONCRETE SHOULDER AT
ACCESS DRIVE
404 SF GRAVEL DRIVE, 3"-4"
OF ABC RIP RAP WITH TYPE II
GEOTEXTILE FABRIC BELOW
5' CONCRETE SHOULDER AT
ACCESS DRIVE
PERMANENT GREENWAY
EASEMENT (TYP)
-L- CURVE 16
PI STA.=121+13.99
∆=13°48'48"
L=241.09'
T=121.13'
R=1000.00'APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO.DATEBYDESCRIPTIONSOUTH CHARLOTTECONNECTORPlans Prepared By:200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102C 2018Know what's below.
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57NORTH C A ROL
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NG I N E E RPROF E S S IO
N
ALSEAL
035665
PLAN AND PROFILENORTH8MATCHLINE STA 124+50SEE SHEET 9MATCHLINE STA 119+50SEE SHEET 7NOTE: LIMITS OF DISTURBANCE SHOWN ON
EROSION CONTROL PLANS ONLY
Hor. Scale:1"=20'
Vert. Scale: 1"=4'
-L- PROFILE
124+50 125+00 125+50 126+00 126+50 127+00 127+50 128+00 128+50 129+00 129+50
CITY OF CHARLOTTE
DB 2354 PG 311
125+00
126+00
127+00 128+00 129+00
HW
5
HW
6
C17
C18
C19
EAST I-485 OUTER HWY
(EXISTING 350' PUBLIC R/W)
PROPOSED 12' GREENWAY (-L-)
EXISTING FENCE
PROPOSED FENCE
SEE SHEET 12
REMOVE 20 LF OF EXISTING
DRAINAGE PIPE, COORDINATE WITH
CLT WATER PRIOR TO REMOVAL
APPROXIMATE LOCATION
OF TEST HOLE ID: 2
SEE EROSION CONTROL PLANS SHEET EC-08 FOR
INFORMATION REGARDING OUTFALL CONSTRUCTION
CONTRACTOR TO SET TEMPORARY
FENCING OR RESET ANY FENCE
CROSSING OR INTERFERING WITH
INSTALLATION OF PROPOSED STORM
PIPES OR HEADWALLS
PROPOSED "V" DITCH #2
SEE TYPICAL SECTIONS SHEET 2A
APPROXIMATE LOCATION
OF TEST HOLE ID: 1A
APPROXIMATE EXISTING
PNG EASEMENT
PERMANENT GREENWAY
EASEMENT (TYP)
-L- CURVE 17
PI STA.=124+63.06
∆=3°33'46"
L=155.45'
T=77.75'
R=2500.00'
-L- CURVE 18
PI STA.=127+54.03
∆=15°36'44"
L=109.00'
T=54.84'
R=400.02'
-L- CURVE 19
PI STA.=128+48.00
∆=22°30'59"
L=78.60'
T=39.81'
R=200.00'APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO.DATEBYDESCRIPTIONSOUTH CHARLOTTECONNECTORPlans Prepared By:200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102C 2018Know what's below.
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57NORTH C A ROL
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ALSEAL
035665
PLAN AND PROFILENORTH9MATCHLINE STA 129+50SEE SHEET 10MATCHLINE STA 124+50SEE SHEET 8NOTE: LIMITS OF DISTURBANCE SHOWN ON
EROSION CONTROL PLANS ONLY
Hor. Scale:1"=20'
Vert. Scale: 1"=4'
-L- PROFILE
129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50
BOARDWALK
S5
°
3
1
'
2
8
"
W
41
.
9
4
'
CITY OF CHARLOTTE
DB 2354 PG 311
130+00
131+0
0 132+00
133+00
13
4
+
0
0
C20C21
C22
C23
C24
-L- CURVE 25
PI STA.=135+05.00
∆=11°38'40"
L=16.26'
T=8.16'
R=80.00'
EAST I-4
8
5

O
U
T
E
R

H
W
Y
(EXISTI
N
G

3
5
0
'

P
U
B
L
I
C

R
/
W
)
PROPOSED 12' GREENWAY (-L-)
EXISTING WETLANDS
PER KH FIELD DELINEATION
03-04-2016
PROPOSED FENCE
SEE SHEET 12
END ASPHALT
BEGIN CONC. APPROACH SLAB
-L- STA:132+54.19
END CONC. APPROACH SLAB
BEGIN BOARDWALK
-L- STA:132+64.19
END STRUCTURE #1
BEGIN STRUCTURE #2
-L- STA:135+40.63
STA:130+58.54
OFF:7.94'R
STA:130+90.11
OFF:7.87'R
444 SF GRAVEL DRIVE, 3"-4"
OF ABC RIP RAP WITH TYPE II
GEOTEXTILE FABRIC BELOW
2' CONCRETE SHOULDER AT
ACCESS DRIVE APPROXIMATE LOCATION
OF TEST HOLE ID: 1 APPROXIMATE GAS
LINE LOCATION
REMOVE EXISTING SILT FENCE
APPROXIMATE GAS
LINE LOCATION
APPROXIMATE LOCATION
OF TEST HOLE ID: 2A
APPROXIMATE EXISTING
PNG EASEMENT
PERMANENT GREENWAY
EASEMENT (TYP)
PROPOSED TREE PROTECTION
PER CLDSM STD 40.02 (TYP.)
-L- CURVE 20
PI STA.=130+08.03
∆=25°50'43"
L=38.34'
T=19.50'
R=85.00'
-L- CURVE 21
PI STA.=131+04.07
∆=80°56'57"
L=113.03'
T=68.27'
R=80.00'
-L- CURVE 22
PI STA.=132+12.78
∆=52°29'52"
L=73.30'
T=39.45'
R=80.00'
-L- CURVE 23
PI STA.=133+36.73
∆=34°08'35"
L=59.59'
T=30.71'
R=100.00'
-L- CURVE 24
PI STA.=134+49.47
∆=69°53'14"
L=73.19'
T=41.92'
R=60.00'APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO.DATEBYDESCRIPTIONSOUTH CHARLOTTECONNECTORPlans Prepared By:200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102C 2018Know what's below.
before you dig.Call
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035665
PLAN AND PROFILE10MATCHLINE STA 134+50SEE SHEET 11MATCHLINE STA 129+50SEE SHEET 9NORTHNOTE: LIMITS OF DISTURBANCE SHOWN ON
EROSION CONTROL PLANS ONLY
Hor. Scale:1"=20'
Vert. Scale: 1"=4'
-L- PROFILE
134+50 135+00 135+50 136+00 136+50 137+00 137+50 138+00 138+50 139+00 139+50 139+75
PEDESTRIAN BRIDGE BOARDWALK
BOARDWALK MCMULLENCREEKCITY OF CHARLOTTE
DB 2354 PG 311
MECKLENBURG COUNTY
DB 4369 PG 732
MB 19 PG 108134+00135+00
136+00
137+00
138+00
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PROPOSED 12' GREENWAY (-L-)
EXISTING WETLANDS
PER KH FIELD DELINEATION
03-04-2016
MCMULLEN CREEK GREENWAY
CONNNECTION TO MCMULLEN
CREEK GREENWAY
SEE DETAIL SHEET 3H
END CONSTRUCTION -L-
STA:138+54.46
END STRUCURE #3
BEGIN CONC. APPROACH SLAB
-L- STA:138+29.43
END CONC. APPROACH SLAB
BEGIN ASPHALT
-L- STA:138+39.43
END STRUCTURE #1
BEGIN STRUCTURE #2
-L- STA:135+40.63
END STRUCTUE #2
BEGIN STRUCTURE #3
-L- STA:136+15.63 COLLAPSIBLE BOLLARD
SEE DETAIL SHEET 3B
PROPOSED BANK GRADING,
REMOVE EXISTING ABUTMENT
APPROXIMATE GAS
LINE LOCATION
REMOVE EXISTING
SILT FENCE
APPROXIMATE EXISTING
PNG EASEMENT
PERMANENT GREENWAY
EASEMENT (TYP)
PROPOSED TREE PROTECTION
PER CLDSM STD 40.02 (TYP.)
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PI STA.=135+05.00
∆=11°38'40"
L=16.26'
T=8.16'
R=80.00'
-L- CURVE 26
PI STA.=138+03.84
∆=7°56'22"
L=13.86'
T=6.94'
R=100.00'APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO.DATEBYDESCRIPTIONSOUTH CHARLOTTECONNECTORPlans Prepared By:200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102C 2018Know what's below.
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PLAN AND PROFILENORT
H
11MATCHLINE STA 134+50SEE SHEET 10
100+00101+00 102+00103+00104+00105+00106+00107+00108+00109+00110+00111+00112+00113+00114+00115+00116+00117+00118+00PROPOSED 8' SECURITY FENCE PERCHARLOTTE WATER STANDARDSSEE SHEET 3ABEGIN FENCETIE TO EXISTINGSTA:102+50.37OFF:77.71'RTSTA:102+65.23OFF:55.29'RTSTA:103+67.04OFF:23.64'RTSTA:104+90.18OFF:21.38'RTSTA:106+10.01OFF:21.51'RTSTA:106+85.00OFF:20.20'RTSTA:109+25.39OFF:25.53'RTSTA:111+63.68OFF:32.22'RTSTA:112+77.98OFF:11.52'RTSTA:114+38.38OFF:22.92'RTSTA:115+98.99OFF:18.74'RTEXISTING FENCE TO REMAINEXISTING FENCE TO REMAINPROPOSED 12' GREENWAY (L1)SEE SHEETS 4 TO 11SAM'S REAL ESTATE BUSINESS TRUSTDB 25625 PG 177DB 25431 PG 182DB 10584 PG 227PARK RD BTS LLCDB 30414 PG 897DB 8033 PG 759CITY OF CHARLOTTEDB 2354 PG 311CITY OF CHARLOTTEDB 2354 PG 311EAST I-485 OUTER HWY(EXISTING 350' PUBLIC R/W)REMOVE 25 LF OFEXISTING SILT FENCEREMOVE 90 LF OFEXISTING SILT FENCEPARK ROAD(EXISTING 70' PUBLIC R/W)STA:113+15.59OFF:12.50'RTSTA:113+37.79OFF:28.35'RTSTA:117+28.94OFF:30.76'RTSTA:117+97.67OFF:12.50'RTSTA:118+28.51OFF:12.50'RTTIE TO EXISTINGSTA:101+78.45OFF:19.30'RTSTA:101+59.57OFF:8.22'RTCENTER OF GATESTA:105+23.38OFF:18.02'RTGATESEE DETAIL SHEET 3A118+00119+00120+00121+00122+00123+00124+00125+00126+00127+00128+00129+00130+00131+00132+00133+00134+00135+00136+00STA:120+35.99OFF:22.45'RTSTA:122+58.16OFF:19.64'RTSTA:125+20.06OFF:20.94'RTSTA:126+59.48OFF:27.54'RTSTA:127+07.50OFF:26.61'RTSTA:128+61.68OFF:29.61'RTSTA:130+68.57OFF:25.38'RTSTA:131+32.95OFF:24.31'RTSTA:134+08.20OFF:135.65'RTEND PROPOSED FENCETIE TO EXISTING FENCESTA:134+17.15OFF:164.71'RTCENTER OF GATESTA:120+15.73OFF:22.63'RTCENTER OF GATESTA:122+80.23OFF:20.06'RTCENTER OF GATESTA:130+81.55OFF:19.62'RTEXISTING FENCE TO REMAINEXISTING FENCE TO REMAINPROPOSED 12' GREENWAY (L1)SEE SHEETS 4 TO 11GATESEE DETAIL SHEET 3AGATESEE DETAIL SHEET 3AGATESEE DETAIL SHEET 3ACITY OF CHARLOTTEDB 2354 PG 311EAST I-485 OUTER HWY(EXISTING 350' PUBLIC R/W)McMULLEN CREEKPROPOSED 8' SECURITY FENCE PERCHARLOTTE WATER STANDARDSSEE SHEET 3ASTA:118+28.51OFF:12.50'RTSTA:119+86.15OFF:23.62'RTSTA:127+46.35OFF:12.79'RTSTA:127+76.23OFF:12.78'RTAPPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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FENCE PLAN
MATCHLINE STA 226+00SEE SHEET 27
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MGL PARTNERS 2 LLCDB 26744 PG 613DB 25310 PG 79DB 19853 PG 802DB 8033 PG 759MB 31 PG 305LOT 1 SAM'S REAL ESTATE BUSINESS TRUSTDB 25625 PG 177DB 25431 PG 182DB 10584 PG 227ERVIN PARK RIDGE SEVEN LLCDB 8033 PG 759MB 33 PG 521PARCEL 4
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CITY OF CHARLOTTEPIN# 221-12-101& 221-12-501DB 2354 PG 311ALTERNATIVE CONSTRUCTION ACCESS:ACCESS FROM LANCASTER HWY (US-521)AT MAIN ENTRANCE TO CLT WATER: MCALPINE FACILITYCONTRACT WILLIAM RICE (704-578-9734) AT LEAST48 HOURS IN ADVANCE OF SCHEDULING CONSTRUCTION ACTIVITYALTERNATIVE CONSTRUCTION ACCESSWOODGATELANEMCMULLENCREEKI-485PARK RD.CLT WATERMCALPINEWASTEWATERTREATMENTPLANTLANCASTER HWYPREFERRED CONSTRUCTION ACCESS:ACCESS FROM PARK ROADALTERNATIVE CONSTRUCTION ACCESS:ACCESS FROM WOODGATE LN AND UNDER I-485BRIDGE ON MCMULLEN CREEK GREENWAY. CONTRACTORTO REPAIR ANY DAMAGES CAUSED TO GREENWAY TOORIGINAL OR BETTER THAN ORIGINAL CONDITIONS.APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
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FESSIONALSEAL035665CA-01
CONSTRUCTION ACCESS
PLAN
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APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
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FESSIONALSEAL035665TCP-01
TRAFFIC CONTROL
NOTES PROJECT NOTESGENERAL NOTESCONSTRUCTION PHASINGDETAIL APORTABLE SIGN BLOCKING SIDEWALKUNACCEPTABLEALTERNATIVE OPTION IS TO PLACE SIGN BEHIND SIDEWALK WHEN POSSIBLE,OTHERWISE, MAY NEED TO POST MOUNT SIGN WITH 7' MINIMUM VERTICALCLEARENCE FROM SIDEWALK SURFACEPORTABLE SIGN IN SIDEWALKACCEPTABLE
100+00
101+00102+00SAM'S REAL ESTATE BUSINESS TRUSTDB 25625 PG 177DB 25431 PG 182DB 10584 PG 227PARK RD BTS LLCDB 30414 PG 897DB 8033 PG 759CITY OF CHARLOTTEDB 2354 PG 311P
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PARK ROAD( EXISTING 70' PUBLIC R/W)PHASE 1USE WATCHDIAGRAMS#2 AND #5PHASE 3USE WATCHDIAGRAM #7PHASE 2USE WATCHDIAGRAMS#2 AND #5TRAFFIC CONTROL LEGENDFLASHING ARROW PANEL (TYPE C)PORTABLE MESSAGE SIGNDRUMDIRECTION OF TRAFFIC FLOWPORTABLE SIGNTYPE III ROAD BARRICADEFLAGGERWORK AREAWORK AREA ON EXISTING ROADTCP-02
TRAFFIC CONTROL
PLAN
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
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FESSIONALSEAL035665CONSTRUCTION PHASINGPHASE I: THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THEBEGINNING OF WORK. THE APPROACH WARNING SIGNS SHALL BE PLACED ON PARK ROAD ANDSHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL CLOSE SIDEWALK ON THE NORTH SIDE OF PARK ROAD AND DETOURPEDESTRIAN TRAFFIC USING DIAGRAM 2 OF THE WATCH HANDBOOK.THE CONTRACTOR SHALL CONSTRUCT PAVEMENT, CURB & GUTTER, DRIVEWAY AND SIDEWALKFOR THE NORTHBOUND TRAVEL LANE USING DIAGRAM 5 THE WATCH HANDBOOK.PHASE II: THE CONTRACTOR SHALL CLOSE SIDEWALK ON THE NORTH SIDE OF PARK ROAD AND DETOURPEDESTRIAN TRAFFIC USING DIAGRAM 2 OF THE WATCH HANDBOOK.THE CONTRACTOR SHALL CONSTRUCT PAVEMENT, CURB & GUTTER, AND SIDEWALK FOR THESOUTHBOUND TRAVEL LANE USING DIAGRAM 5 THE WATCH HANDBOOK.PHASE III: THE CONTRACTOR SHALL CONSTRUCT THE PEDESTRIAN REFUGE USING DIAGRAM 7 OF THE WATCH HANDBOOK.INSTALL FINAL STRIPING AND MARKINGS.REMOVE ALL TRAFFIC CONTROL DEVICES UPON COMPLETION OF CONSTRUCTION.NORTH
100+00
101+0011'11'SAM'S REAL ESTATE BUSINESS TRUSTDB 25625 PG 177DB 25431 PG 182DB 10584 PG 227PARK RD BTS LLCDB 30414 PG 897DB 8033 PG 759CITY OF CHARLOTTEDB 2354 PG 311P
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PARK ROAD( EXISTING 70' PUBLIC R/W)TMTHTTUAUAAPPROXIMATE LIMITSOF EXISTING STRIPING10'ERVIN PARK RIDGE SEVEN LLCDB 8033 PG 759MB 33 PG 521PARCEL 4TT60'60'TIE TO EXISTINGMARKINGSTIE TO EXISTINGMARKINGSTITITITI12'STA:100+58STA:100+12X-INGTRAILW11-1530"X30"W11-15P24"X12"W11-1530"X30"W16-17PL24"X12"STA:100+56100' (TO MEDIAN)W11-1530"X30"W16-17PL24"X12"APPROX. 140' (TO MEDIAN)X-INGTRAILW11-1530"X30"W11-15P24"X12"STA:101+62CROSSWALK BY OTHERSTHERMOPLASTIC (4" YELLOW, 120 MILS)THERMOPLASTIC (4" YELLOW, 120 MILS)SINGLE CENTER LINEDOUBLE CENTERPAVEMENT MARKING LINESPAVEMENT MARKING LEGENDPAVEMENT MARKING SYMBOLSTHERMOPLASTIC (12" YELLOW, 90 MILS)TRAVERSE LINETHERMOPLASTIC (LEFT TURN ARROW, 90 MILS)(SEE CDOT STANDARD ARROW SPACING DETAIL)THERMOPLASTIC (4" YELLOW, 120 MILS)4" X 10' SKIP**SEE MUTCD 9C-3THTIUATTTMNOTE: CROSSWALK TO BE INSTALLED BY OTHERSAPPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
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FESSIONALSEAL035665PM-01
PAVEMENT MARKING
AND SIGNING PLAN LANE WIDTH(L)LANE WIDTH(L)LANE WIDTH(L)LANE WIDTH(L)L/2L/2L/2L/2L/2L/224"10' *8" GAP (TYP)8" SOLID WHITE LINE (TV)CDOT "PIANO" STYLE CROSSWALK DETAIL* 10' MINIMUM OR WIDTH OF SIDEWALK, WHICHEVER IS GREATER,BUT NOT MORE THAN 1' BEYOND EDGE OF ACCESSIBLE RAMPNTSNORTHNOTE: CONTRACTOR TO GRIND AND REMOVE ALL CONFLICTING STRIPINGGREEN PAVEMENT MARKING USED IN THE BACKGROUND
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
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FESSIONALSEAL035665EC-01
EROSION CONTROL NOTES GRADING1. ····MAINTENANCE PLANSEEDING SCHEDULE AND SEEDBED PREPARATION STORM DRAINAGE NOTESGENERAL EROSION CONTROL NOTES CONSTRUCTION SEQUENCE:GROUND STABILIZATIONEROSION CONTROL SEDIMENT AND EROSION CONTROL PROCEDURESCONSTRUCTION SEQUENCEOUTFALL PROTECTION - SPECIAL NOTE
EC-02
EROSION CONTROL DETAILS
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
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FESSIONALSEAL035665NOTES:“” “” X8X6X7X7X8X44"0" - 1/2" X9X3X1X2X5X2X3X1X2X4X4X5X2X4EROSION CONTROL MATTING
100+00101+00
102+00103+00104+00P
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)PINEVILLECHARLOTTESAM'S REAL ESTATE BUSINESS TRUSTDB 25625 PG 177DB 25431 PG 182DB 10584 PG 227PARK RD BTS LLCDB 30414 PG 897DB 8033 PG 759CITY OF CHARLOTTEDB 2354 PG 311PROPOSED 12' GREENWAY (-L-)EXISTING DRIVEWAY TO BE USEDAS CONSTRUCTION ENTRANCEACREAGE SUMMARYPROJECT DISTURBED AREA±3.57 ACRESPROPOSED CONTOURS SHOWN ASAPPROXIMATE ONLY TO ILLUSTRATEGENERAL FLOW PATHS. SEE CROSSSECTIONS FOR ACTUAL ELEVATIONSDO NOT INSTALL FILTER BAG INLETPROJECTION UNTIL GRADING BEGINSTHAT WILL REQUIRE THE PROTECTIONSTABILIZE ALL SLOPES 3:1 AND GREATER WITHMULCH AND SEED AS NOTED IN EROSIONCONTROL DETAILSSTABILIZE AS SHOWN (UNLESS OTHERWISENOTED) ON THIS PLAN WITHIN 14 DAYS OFCOMPLETION PER EROSION CONTROL NOTESTEMPORARY DIVERSION DITCHSILT FENCEPROPOSED EROSION CONTROL INFODISTURBED AREAROCK CHECK DAM, TYPE BCOIR FIBER MATTINGPROPOSED CONTOURSEXISTING CONTOURS644SEE SHEETS EC-01 THRU EC-02 FOR NOTES AND DETAILSSPECIAL SEDIMENT CONTROL FENCETREE PROTECTION FENCETEMPORARY MATTINGROCK PIPE INLET SEDIMENT TRAP,TYPE A, NCDOT STD. 1635.01SAFETY FENCEAPPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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H CAROLINAJASON LEE CLAUDI
O
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DIAZENGINEE
R
PR
O
FESSIONALSEAL035665EC-03
EROSION CONTROL
PLAN MATCHLINE STA 104+50SEE SHEET EC-04NORTHSTORMWATER DRAINAGE AREAS TO BE PROTECTED AND MAINTAINED AT ALL TIMES. AREAS ADJACENT TOSTORMWATER OUTFALLS SHALL BE WRAPPED IN SAFETY FENCE, AS SHOWN ON EROSION CONTROL PLANS, BEFORESITE WORK BEGINS AND WILL REMAIN OFF LIMITS UNTIL WORK IS TO TAKE PLACE IN THAT SPECIFIC AREA. SEE SPECIALPROVISIONS FOR SAFETY FENCE SPECIFICATIONS AND DETAILS. ALL WORK IN AND AROUND STORMWATER OUTFALLSOR AFFECTING DRAINAGE PIPES OR STRUCTURES WILL BE SPECIFICALLY SCHEDULED AND COORDINATED IN ADVANCEWITH CHARLOTTE WATER STAFF FOR INSPECTION PURPOSES. CLT WATER RESERVES THE RIGHT TO REQUESTCHANGES TO SPECIFIC SAFETY FENCE LOCATIONS SHOWN ON THESE PLANS. SEE COVER SHEET FOR WILL RICECONTACT INFORMATION.OUTFALL PROTECTION - SPECIAL NOTE
105+00106+00107+00108+00109+00CITY OF CHARLOTTEDB 2354 PG 311PROPOSED 12' GREENWAY (-L-)CONTRACTOR TO STEEL PLATEAREA WHERE EQUIPMENT WILLCROSS SS EASEMENT(S).CONTRACTOR TO PLACE JERSEYBARRIERS OR MEGA BLOCKPERPENDICULAR TO SSEASEMENT TO KEEP TRAFFIC ONPLATES. (TYP. ALL CROSSINGS.)ACREAGE SUMMARYPROJECT DISTURBED AREA±3.57 ACRESPROPOSED CONTOURS SHOWN ASAPPROXIMATE ONLY TO ILLUSTRATEGENERAL FLOW PATHS. SEE CROSSSECTIONS FOR ACTUAL ELEVATIONSDO NOT INSTALL FILTER BAG INLETPROJECTION UNTIL GRADING BEGINSTHAT WILL REQUIRE THE PROTECTIONSTABILIZE ALL SLOPES 3:1 AND GREATER WITHMULCH AND SEED AS NOTED IN EROSIONCONTROL DETAILSSTABILIZE AS SHOWN (UNLESS OTHERWISENOTED) ON THIS PLAN WITHIN 14 DAYS OFCOMPLETION PER EROSION CONTROL NOTESTEMPORARY DIVERSION DITCHSILT FENCEPROPOSED EROSION CONTROL INFODISTURBED AREAROCK CHECK DAM, TYPE BCOIR FIBER MATTINGPROPOSED CONTOURSEXISTING CONTOURS644SEE SHEETS EC-01 THRU EC-02 FOR NOTES AND DETAILSSPECIAL SEDIMENT CONTROL FENCETREE PROTECTION FENCETEMPORARY MATTINGROCK PIPE INLET SEDIMENT TRAP,TYPE A, NCDOT STD. 1635.01SAFETY FENCEAPPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
N
O
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H CAROLINAJASON LEE CLAUDI
O
-
DIAZENGINEE
R
PR
O
FESSIONALSEAL035665N
O
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H
AS NOTED
MATC
H
L
I
N
E

S
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A

1
0
9
+
5
0
SEE SH
E
E
T

EC-05MATCHLINE STA 104+50SEE SHEET EC-03EC-04
EROSION CONTROL
PLANSTORMWATER DRAINAGE AREAS TO BE PROTECTED AND MAINTAINED AT ALL TIMES. AREAS ADJACENT TOSTORMWATER OUTFALLS SHALL BE WRAPPED IN SAFETY FENCE, AS SHOWN ON EROSION CONTROL PLANS, BEFORESITE WORK BEGINS AND WILL REMAIN OFF LIMITS UNTIL WORK IS TO TAKE PLACE IN THAT SPECIFIC AREA. SEE SPECIALPROVISIONS FOR SAFETY FENCE SPECIFICATIONS AND DETAILS. ALL WORK IN AND AROUND STORMWATER OUTFALLSOR AFFECTING DRAINAGE PIPES OR STRUCTURES WILL BE SPECIFICALLY SCHEDULED AND COORDINATED IN ADVANCEWITH CHARLOTTE WATER STAFF FOR INSPECTION PURPOSES. CLT WATER RESERVES THE RIGHT TO REQUESTCHANGES TO SPECIFIC SAFETY FENCE LOCATIONS SHOWN ON THESE PLANS. SEE COVER SHEET FOR WILL RICECONTACT INFORMATION.OUTFALL PROTECTION - SPECIAL NOTE
110+00111+00112+00113+00114+00CITY OF CHARLOTTEDB 2354 PG 311PROPOSED 12' GREENWAY (-L-)HW1DO NOT GRADE IN DITCH TIE IN TO HW-1 UNTILCLT WATER APPROVES WORK AROUND OUTFALLAND OUTFALL WORK IS COMPLETESAFETY FENCE (TYP)PROPOSED 56 SY OF COIR MATTING DETAILON SHEET EC-02. ROUGHEN SOIL AND APPLYTEMPORARY AND PERMANENT RIPARIANSEEDING MIX.HW2SEE OUTFALL NOTE, THIS SHEETACREAGE SUMMARYPROJECT DISTURBED AREA±3.57 ACRESPROPOSED CONTOURS SHOWN ASAPPROXIMATE ONLY TO ILLUSTRATEGENERAL FLOW PATHS. SEE CROSSSECTIONS FOR ACTUAL ELEVATIONSDO NOT INSTALL FILTER BAG INLETPROJECTION UNTIL GRADING BEGINSTHAT WILL REQUIRE THE PROTECTIONSTABILIZE ALL SLOPES 3:1 AND GREATER WITHMULCH AND SEED AS NOTED IN EROSIONCONTROL DETAILSSTABILIZE AS SHOWN (UNLESS OTHERWISENOTED) ON THIS PLAN WITHIN 14 DAYS OFCOMPLETION PER EROSION CONTROL NOTESTEMPORARY DIVERSION DITCHSILT FENCEPROPOSED EROSION CONTROL INFODISTURBED AREAROCK CHECK DAM, TYPE BCOIR FIBER MATTINGPROPOSED CONTOURSEXISTING CONTOURS644SEE SHEETS EC-01 THRU EC-02 FOR NOTES AND DETAILSSPECIAL SEDIMENT CONTROL FENCETREE PROTECTION FENCETEMPORARY MATTINGROCK PIPE INLET SEDIMENT TRAP,TYPE A, NCDOT STD. 1635.01SAFETY FENCEAPPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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H CAROLINAJASON LEE CLAUDI
O
-
DIAZENGINEE
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PR
O
FESSIONALSEAL035665N
O
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H
AS NOTED
MATCHLINE STA 114+50
SEE SHEET EC-06 MATCHLINE STA 109+50SEE SHEET EC-04EC-05
EROSION CONTROL
PLANSTORMWATER DRAINAGE AREAS TO BE PROTECTED AND MAINTAINED AT ALL TIMES. AREAS ADJACENT TOSTORMWATER OUTFALLS SHALL BE WRAPPED IN SAFETY FENCE, AS SHOWN ON EROSION CONTROL PLANS, BEFORESITE WORK BEGINS AND WILL REMAIN OFF LIMITS UNTIL WORK IS TO TAKE PLACE IN THAT SPECIFIC AREA. SEE SPECIALPROVISIONS FOR SAFETY FENCE SPECIFICATIONS AND DETAILS. ALL WORK IN AND AROUND STORMWATER OUTFALLSOR AFFECTING DRAINAGE PIPES OR STRUCTURES WILL BE SPECIFICALLY SCHEDULED AND COORDINATED IN ADVANCEWITH CHARLOTTE WATER STAFF FOR INSPECTION PURPOSES. CLT WATER RESERVES THE RIGHT TO REQUESTCHANGES TO SPECIFIC SAFETY FENCE LOCATIONS SHOWN ON THESE PLANS. SEE COVER SHEET FOR WILL RICECONTACT INFORMATION.OUTFALL PROTECTION - SPECIAL NOTE
115+00116+00117+00118+00119+00CITY OF CHARLOTTEDB 2354 PG 311EAST I-485 OUTER HWY(EXISTING 350' PUBLIC R/W)PROPOSED 12' GREENWAY (-L-)HW3HW4SAFETY FENCE (TYP)PROPOSED 61 SY OF COIR MATTING DETAILON SHEET EC-02. ROUGHEN SOIL AND APPLYTEMPORARY AND PERMANENT RIPARIANSEEDING MIX.SEE OUTFALL NOTE, THIS SHEETDO NOT DISTURBBILLBOARD SUPPORT POLEDO NOT DISTURBTRANSFORMER PADDO NOT IMPACT CHAIN LINK FENCEACREAGE SUMMARYPROJECT DISTURBED AREA±3.57 ACRESPROPOSED CONTOURS SHOWN ASAPPROXIMATE ONLY TO ILLUSTRATEGENERAL FLOW PATHS. SEE CROSSSECTIONS FOR ACTUAL ELEVATIONSDO NOT INSTALL FILTER BAG INLETPROJECTION UNTIL GRADING BEGINSTHAT WILL REQUIRE THE PROTECTIONSTABILIZE ALL SLOPES 3:1 AND GREATER WITHMULCH AND SEED AS NOTED IN EROSIONCONTROL DETAILSSTABILIZE AS SHOWN (UNLESS OTHERWISENOTED) ON THIS PLAN WITHIN 14 DAYS OFCOMPLETION PER EROSION CONTROL NOTESTEMPORARY DIVERSION DITCHSILT FENCEPROPOSED EROSION CONTROL INFODISTURBED AREAROCK CHECK DAM, TYPE BCOIR FIBER MATTINGPROPOSED CONTOURSEXISTING CONTOURS644SEE SHEETS EC-01 THRU EC-02 FOR NOTES AND DETAILSSPECIAL SEDIMENT CONTROL FENCETREE PROTECTION FENCETEMPORARY MATTINGROCK PIPE INLET SEDIMENT TRAP,TYPE A, NCDOT STD. 1635.01SAFETY FENCEAPPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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H CAROLINAJASON LEE CLAUDI
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DIAZENGINEE
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PR
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FESSIONALSEAL035665N
O
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AS NOTED
MATCHLINE ST
A

1
1
9
+
5
0
SEE SHEET EC-07MATCHLINE STA 114+50SEE SHEET EC-05EC-06
EROSION CONTROL
PLANSTORMWATER DRAINAGE AREAS TO BE PROTECTED AND MAINTAINED AT ALL TIMES. AREAS ADJACENT TOSTORMWATER OUTFALLS SHALL BE WRAPPED IN SAFETY FENCE, AS SHOWN ON EROSION CONTROL PLANS, BEFORESITE WORK BEGINS AND WILL REMAIN OFF LIMITS UNTIL WORK IS TO TAKE PLACE IN THAT SPECIFIC AREA. SEE SPECIALPROVISIONS FOR SAFETY FENCE SPECIFICATIONS AND DETAILS. ALL WORK IN AND AROUND STORMWATER OUTFALLSOR AFFECTING DRAINAGE PIPES OR STRUCTURES WILL BE SPECIFICALLY SCHEDULED AND COORDINATED IN ADVANCEWITH CHARLOTTE WATER STAFF FOR INSPECTION PURPOSES. CLT WATER RESERVES THE RIGHT TO REQUESTCHANGES TO SPECIFIC SAFETY FENCE LOCATIONS SHOWN ON THESE PLANS. SEE COVER SHEET FOR WILL RICECONTACT INFORMATION.OUTFALL PROTECTION - SPECIAL NOTE
120+00121+00122+00123+00124+00CITY OF CHARLOTTEDB 2354 PG 311EAST I-485 OUTER HWY(EXISTING 350' PUBLIC R/W)PROPOSED 12' GREENWAY (-L-)ACREAGE SUMMARYPROJECT DISTURBED AREA±3.57 ACRESPROPOSED CONTOURS SHOWN ASAPPROXIMATE ONLY TO ILLUSTRATEGENERAL FLOW PATHS. SEE CROSSSECTIONS FOR ACTUAL ELEVATIONSDO NOT INSTALL FILTER BAG INLETPROJECTION UNTIL GRADING BEGINSTHAT WILL REQUIRE THE PROTECTIONSTABILIZE ALL SLOPES 3:1 AND GREATER WITHMULCH AND SEED AS NOTED IN EROSIONCONTROL DETAILSSTABILIZE AS SHOWN (UNLESS OTHERWISENOTED) ON THIS PLAN WITHIN 14 DAYS OFCOMPLETION PER EROSION CONTROL NOTESTEMPORARY DIVERSION DITCHSILT FENCEPROPOSED EROSION CONTROL INFODISTURBED AREAROCK CHECK DAM, TYPE BCOIR FIBER MATTINGPROPOSED CONTOURSEXISTING CONTOURS644SEE SHEETS EC-01 THRU EC-02 FOR NOTES AND DETAILSSPECIAL SEDIMENT CONTROL FENCETREE PROTECTION FENCETEMPORARY MATTINGROCK PIPE INLET SEDIMENT TRAP,TYPE A, NCDOT STD. 1635.01SAFETY FENCEAPPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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H CAROLINAJASON LEE CLAUDI
O
-
DIAZENGINEE
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PR
O
FESSIONALSEAL035665N
O
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H
AS NOTED
MATCHLINE STA 124+50
SEE SHEET EC-08 MATCHLINE STA 119+50SEE SHEET EC-06EC-07
EROSION CONTROL
PLANSTORMWATER DRAINAGE AREAS TO BE PROTECTED AND MAINTAINED AT ALL TIMES. AREAS ADJACENT TOSTORMWATER OUTFALLS SHALL BE WRAPPED IN SAFETY FENCE, AS SHOWN ON EROSION CONTROL PLANS, BEFORESITE WORK BEGINS AND WILL REMAIN OFF LIMITS UNTIL WORK IS TO TAKE PLACE IN THAT SPECIFIC AREA. SEE SPECIALPROVISIONS FOR SAFETY FENCE SPECIFICATIONS AND DETAILS. ALL WORK IN AND AROUND STORMWATER OUTFALLSOR AFFECTING DRAINAGE PIPES OR STRUCTURES WILL BE SPECIFICALLY SCHEDULED AND COORDINATED IN ADVANCEWITH CHARLOTTE WATER STAFF FOR INSPECTION PURPOSES. CLT WATER RESERVES THE RIGHT TO REQUESTCHANGES TO SPECIFIC SAFETY FENCE LOCATIONS SHOWN ON THESE PLANS. SEE COVER SHEET FOR WILL RICECONTACT INFORMATION.OUTFALL PROTECTION - SPECIAL NOTE
125+00126+00127+00128+00129+00CITY OF CHARLOTTEDB 2354 PG 311EAST I-485 OUTER HWY(EXISTING 350' PUBLIC R/W)PROPOSED 12' GREENWAY (-L-)CONTRACTOR TO STEEL PLATE AREAWHERE EQUIPMENT WILL CROSS SSEASEMENT(S). CONTRACTOR TO PLACEJERSEY BARRIERS OR MEGA BLOCKPERPENDICULAR TO SS EASEMENT TO KEEPTRAFFIC ON PLATES. (TYP. ALL CROSSINGS.)HW5HW6SAFETY FENCE (TYP)SEE OUTFALL NOTE, THIS SHEETPROPOSED 62 SY OF COIR MATTING DETAILON SHEET EC-02. ROUGHEN SOIL AND APPLYTEMPORARY AND PERMANENT RIPARIANSEEDING MIX.ACREAGE SUMMARYPROJECT DISTURBED AREA±3.57 ACRESPROPOSED CONTOURS SHOWN ASAPPROXIMATE ONLY TO ILLUSTRATEGENERAL FLOW PATHS. SEE CROSSSECTIONS FOR ACTUAL ELEVATIONSDO NOT INSTALL FILTER BAG INLETPROJECTION UNTIL GRADING BEGINSTHAT WILL REQUIRE THE PROTECTIONSTABILIZE ALL SLOPES 3:1 AND GREATER WITHMULCH AND SEED AS NOTED IN EROSIONCONTROL DETAILSSTABILIZE AS SHOWN (UNLESS OTHERWISENOTED) ON THIS PLAN WITHIN 14 DAYS OFCOMPLETION PER EROSION CONTROL NOTESTEMPORARY DIVERSION DITCHSILT FENCEPROPOSED EROSION CONTROL INFODISTURBED AREAROCK CHECK DAM, TYPE BCOIR FIBER MATTINGPROPOSED CONTOURSEXISTING CONTOURS644SEE SHEETS EC-01 THRU EC-02 FOR NOTES AND DETAILSSPECIAL SEDIMENT CONTROL FENCETREE PROTECTION FENCETEMPORARY MATTINGROCK PIPE INLET SEDIMENT TRAP,TYPE A, NCDOT STD. 1635.01SAFETY FENCEAPPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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O
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H CAROLINAJASON LEE CLAUDI
O
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DIAZENGINEE
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PR
O
FESSIONALSEAL035665N
O
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H
AS NOTED
MATC
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E

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A

1
2
9
+
5
0
SEE S
H
E
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T

EC-09 MATCHLINE STA 124+50SEE SHEET EC-07EC-08
EROSION CONTROL
PLANSTORMWATER DRAINAGE AREAS TO BE PROTECTED AND MAINTAINED AT ALL TIMES. AREAS ADJACENT TOSTORMWATER OUTFALLS SHALL BE WRAPPED IN SAFETY FENCE, AS SHOWN ON EROSION CONTROL PLANS, BEFORESITE WORK BEGINS AND WILL REMAIN OFF LIMITS UNTIL WORK IS TO TAKE PLACE IN THAT SPECIFIC AREA. SEE SPECIALPROVISIONS FOR SAFETY FENCE SPECIFICATIONS AND DETAILS. ALL WORK IN AND AROUND STORMWATER OUTFALLSOR AFFECTING DRAINAGE PIPES OR STRUCTURES WILL BE SPECIFICALLY SCHEDULED AND COORDINATED IN ADVANCEWITH CHARLOTTE WATER STAFF FOR INSPECTION PURPOSES. CLT WATER RESERVES THE RIGHT TO REQUESTCHANGES TO SPECIFIC SAFETY FENCE LOCATIONS SHOWN ON THESE PLANS. SEE COVER SHEET FOR WILL RICECONTACT INFORMATION.OUTFALL PROTECTION - SPECIAL NOTE
130+00131+001
3
2
+
0
0
133+00134+00CITY OF CHARLOTTEDB 2354 PG 311EAST I-485 OUTER HWY(EXISTING 350' PUBLIC R/W)PROPOSED 12' GREENWAY (-L-)APPROXIMA
TE
GASAPPROXIMATE GASLINE LOCATIONACREAGE SUMMARYPROJECT DISTURBED AREA±3.57 ACRESPROPOSED CONTOURS SHOWN ASAPPROXIMATE ONLY TO ILLUSTRATEGENERAL FLOW PATHS. SEE CROSSSECTIONS FOR ACTUAL ELEVATIONSDO NOT INSTALL FILTER BAG INLETPROJECTION UNTIL GRADING BEGINSTHAT WILL REQUIRE THE PROTECTIONSTABILIZE ALL SLOPES 3:1 AND GREATER WITHMULCH AND SEED AS NOTED IN EROSIONCONTROL DETAILSSTABILIZE AS SHOWN (UNLESS OTHERWISENOTED) ON THIS PLAN WITHIN 14 DAYS OFCOMPLETION PER EROSION CONTROL NOTESTEMPORARY DIVERSION DITCHSILT FENCEPROPOSED EROSION CONTROL INFODISTURBED AREAROCK CHECK DAM, TYPE BCOIR FIBER MATTINGPROPOSED CONTOURSEXISTING CONTOURS644SEE SHEETS EC-01 THRU EC-02 FOR NOTES AND DETAILSSPECIAL SEDIMENT CONTROL FENCETREE PROTECTION FENCETEMPORARY MATTINGROCK PIPE INLET SEDIMENT TRAP,TYPE A, NCDOT STD. 1635.01SAFETY FENCEAPPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
N
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H CAROLINAJASON LEE CLAUDI
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DIAZENGINEE
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FESSIONALSEAL035665N
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AS NOTED MATCHLINE STA 134+50SEE SHEET EC-10MATCHLINE STA 129+50SEE SHEET EC-08EC-09
EROSION CONTROL
PLANSTORMWATER DRAINAGE AREAS TO BE PROTECTED AND MAINTAINED AT ALL TIMES. AREAS ADJACENT TOSTORMWATER OUTFALLS SHALL BE WRAPPED IN SAFETY FENCE, AS SHOWN ON EROSION CONTROL PLANS, BEFORESITE WORK BEGINS AND WILL REMAIN OFF LIMITS UNTIL WORK IS TO TAKE PLACE IN THAT SPECIFIC AREA. SEE SPECIALPROVISIONS FOR SAFETY FENCE SPECIFICATIONS AND DETAILS. ALL WORK IN AND AROUND STORMWATER OUTFALLSOR AFFECTING DRAINAGE PIPES OR STRUCTURES WILL BE SPECIFICALLY SCHEDULED AND COORDINATED IN ADVANCEWITH CHARLOTTE WATER STAFF FOR INSPECTION PURPOSES. CLT WATER RESERVES THE RIGHT TO REQUESTCHANGES TO SPECIFIC SAFETY FENCE LOCATIONS SHOWN ON THESE PLANS. SEE COVER SHEET FOR WILL RICECONTACT INFORMATION.OUTFALL PROTECTION - SPECIAL NOTE
134+00135+00136+00137+00138+00139+00MCMULLEN CREEKCITY OF CHARLOTTEDB 2354 PG 311MECKLENBURG COUNTYDB 4369 PG 732MB 19 PG 108PROPOSED 12' GREENWAY (-L-)CONNNECTION TOMCMULLEN CREEKGREENWAYSEE DETAIL SHEET 3HPROPOSED 78 SY OF COIR MATTING DETAILON SHEET EC-02. ROUGHEN SOIL AND APPLYTEMPORARY AND PERMANENT RIPARIANSEEDING MIX.OWNER(UNKNOWN)APPROXIMATE GASLINE LOCATIONACREAGE SUMMARYPROJECT DISTURBED AREA±3.57 ACRESPROPOSED CONTOURS SHOWN ASAPPROXIMATE ONLY TO ILLUSTRATEGENERAL FLOW PATHS. SEE CROSSSECTIONS FOR ACTUAL ELEVATIONSDO NOT INSTALL FILTER BAG INLETPROJECTION UNTIL GRADING BEGINSTHAT WILL REQUIRE THE PROTECTIONSTABILIZE ALL SLOPES 3:1 AND GREATER WITHMULCH AND SEED AS NOTED IN EROSIONCONTROL DETAILSSTABILIZE AS SHOWN (UNLESS OTHERWISENOTED) ON THIS PLAN WITHIN 14 DAYS OFCOMPLETION PER EROSION CONTROL NOTESTEMPORARY DIVERSION DITCHSILT FENCEPROPOSED EROSION CONTROL INFODISTURBED AREAROCK CHECK DAM, TYPE BCOIR FIBER MATTINGPROPOSED CONTOURSEXISTING CONTOURS644SEE SHEETS EC-01 THRU EC-02 FOR NOTES AND DETAILSSPECIAL SEDIMENT CONTROL FENCETREE PROTECTION FENCETEMPORARY MATTINGROCK PIPE INLET SEDIMENT TRAP,TYPE A, NCDOT STD. 1635.01SAFETY FENCEAPPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
N
O
R
T
H CAROLINAJASON LEE CLAUDI
O
-
DIAZENGINEE
R
PR
O
FESSIONALSEAL035665N
O
R
T
H
AS NOTED
MATCHLINE STA 134+50SEE SHEET EC-09
EC-10
EROSION CONTROL
PLANSTORMWATER DRAINAGE AREAS TO BE PROTECTED AND MAINTAINED AT ALL TIMES. AREAS ADJACENT TOSTORMWATER OUTFALLS SHALL BE WRAPPED IN SAFETY FENCE, AS SHOWN ON EROSION CONTROL PLANS, BEFORESITE WORK BEGINS AND WILL REMAIN OFF LIMITS UNTIL WORK IS TO TAKE PLACE IN THAT SPECIFIC AREA. SEE SPECIALPROVISIONS FOR SAFETY FENCE SPECIFICATIONS AND DETAILS. ALL WORK IN AND AROUND STORMWATER OUTFALLSOR AFFECTING DRAINAGE PIPES OR STRUCTURES WILL BE SPECIFICALLY SCHEDULED AND COORDINATED IN ADVANCEWITH CHARLOTTE WATER STAFF FOR INSPECTION PURPOSES. CLT WATER RESERVES THE RIGHT TO REQUESTCHANGES TO SPECIFIC SAFETY FENCE LOCATIONS SHOWN ON THESE PLANS. SEE COVER SHEET FOR WILL RICECONTACT INFORMATION.OUTFALL PROTECTION - SPECIAL NOTE
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1 PINEVILLECHARLOTTENEW LIGHT ON WOOD POLE TO
BE INSTALLED BY DUKE
PARK ROAD
(EXISTING 70' R/W)
NEW LIGHT ON WOOD POLE
TO BE INSTALLED BY DUKE
NEW LIGHT ON WOOD POLE TO
BE INSTALLED BY DUKE
NEW LIGHT ON WOOD POLE TO
BE INSTALLED BY DUKE
NEW LIGHT ON WOOD POLE TO
BE INSTALLED BY DUKE
NEW LIGHT ON EXISTING POLE
TO BE INSTALLED BY DUKE.
DUKE TO ADJUST GUY WIRE.
RETAIN EXISTING
UNDERGROUND ELECTRIC.APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO.DATEBYDESCRIPTIONSOUTH CHARLOTTECONNECTORPlans Prepared By:200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202200 South Tryon Street, Suite 200Charlotte, NC 28202NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102C 2018Know what's below.
before you dig.Call
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035665
UTLITIES-BY-OTHERSPLANUBO-01NO
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NOTE: ALL LIGHTING SHOWN IS
SUBJECT TO REVIEW AND CHANGE BY
DUKE ENERGY
100+00101
+
0
0
102+00103+00END RETAINING WALL 1STA: 0+70.77-L- STA:102+17.47OFF:8.00'LTBEGIN RETAINING WALL 1STA: 0+10.67-L- STA:101+60.27OFF:8.00'LTRETAINING WALL 1-0+250+000+501+00APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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FESSIONALSEAL035665RW-01
RETAINING WALL PLANNOTE: WALL PROFILES AREFOR BIDDING PURPOSESONLY. CONTRACTOR TOSUBMIT SIGNED ANDSEALED SHOP DRAWINGSPLAN VIEW- WALL 1RETAINING WALL 1 ENVELOPEN
O
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HPROPOSED GRADEAT TOP OF WALL104 SF (APPROXWALL FACE)EXISTING GRADEPROPOSED GRADE ATBOTTOM OF WALL
S-01
STRUCTURE 1 GENERAL
PLAN & PROFILE
NO
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H
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR9

    S-02
STRUCTURE 2 GENERAL
PLAN & PROFILE
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR9 NORTH
   S-03
STRUCTURE 3 GENERAL
PLAN & PROFILE NORTHAPPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR9
S-04
PREFABRICATED
PEDESTRIAN BRIDGE
DETAILS APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR9
S-05
PREFABRICATED
PEDESTRIAN BRIDGE END
BENT DETAILS APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR9 AA
S-06
BOARDWALK DETAILS 1
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR9
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR9
℄S-07
BOARDWALK DETAILS 2
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR9
S-08
APPROACH RAIL DETAILS
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR9
S-09
APPROACH SLAB DETAILS
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR9 BBCCAA
NOTE: FOR EXISTING GAS SHOWN, CONTRACTOR TOCOORDINATE WITH UTILITIES AND VERIFY DEPTHAPPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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H CAROLINAJASON LEE CLAUDI
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FESSIONALSEAL035665X-01
CROSS SECTIONS
NOTE: FOR EXISTING GAS SHOWN, CONTRACTOR TOCOORDINATE WITH UTILITIES AND VERIFY DEPTHX-02
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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H CAROLINAJASON LEE CLAUDI
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FESSIONALSEAL035665CROSS SECTIONS
NOTE: FOR EXISTING GAS SHOWN, CONTRACTOR TOCOORDINATE WITH UTILITIES AND VERIFY DEPTHX-03
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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O
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H CAROLINAJASON LEE CLAUDI
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-
DIAZENGINEE
R
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FESSIONALSEAL035665CROSS SECTIONS
NOTE: FOR EXISTING GAS SHOWN, CONTRACTOR TOCOORDINATE WITH UTILITIES AND VERIFY DEPTHX-04
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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O
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H CAROLINAJASON LEE CLAUDI
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DIAZENGINEE
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FESSIONALSEAL035665CROSS SECTIONS
NOTE: FOR EXISTING GAS SHOWN, CONTRACTOR TOCOORDINATE WITH UTILITIES AND VERIFY DEPTHX-05
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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H CAROLINAJASON LEE CLAUDI
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FESSIONALSEAL035665CROSS SECTIONS
NOTE: FOR EXISTING GAS SHOWN, CONTRACTOR TOCOORDINATE WITH UTILITIES AND VERIFY DEPTHX-06
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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O
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H CAROLINAJASON LEE CLAUDI
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-
DIAZENGINEE
R
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FESSIONALSEAL035665CROSS SECTIONS
NOTE: FOR EXISTING GAS SHOWN, CONTRACTOR TOCOORDINATE WITH UTILITIES AND VERIFY DEPTHX-07
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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H CAROLINAJASON LEE CLAUDI
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-
DIAZENGINEE
R
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FESSIONALSEAL035665CROSS SECTIONS
NOTE: FOR EXISTING GAS SHOWN, CONTRACTOR TOCOORDINATE WITH UTILITIES AND VERIFY DEPTHX-08
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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H CAROLINAJASON LEE CLAUDI
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DIAZENGINEE
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FESSIONALSEAL035665CROSS SECTIONS
NOTE: FOR EXISTING GAS SHOWN, CONTRACTOR TOCOORDINATE WITH UTILITIES AND VERIFY DEPTHX-09
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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O
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H CAROLINAJASON LEE CLAUDI
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-
DIAZENGINEE
R
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FESSIONALSEAL035665CROSS SECTIONS
NOTE: FOR EXISTING GAS SHOWN, CONTRACTOR TOCOORDINATE WITH UTILITIES AND VERIFY DEPTHX-10
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO.DATE BY DESCRIPTION
SOUTH CHARLOTTE
CONNECTOR
Plans Prepared By:
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
200 South Tryon Street, Suite 200
Charlotte, NC 28202
NC License #F-0102NC License #F-0102NC License #F-0102NC License #F-0102
C 2018Know what'sbelow.before you dig.CallR57
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H CAROLINAJASON LEE CLAUDI
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DIAZENGINEE
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FESSIONALSEAL035665CROSS SECTIONS