20200798 Ver 3_Pre-Filing Meeting Request_20210323

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20200798
Version *
3
Mooresville Regional Office - [phone]
Alan Johnson
Pre -Filing Meeting Request submitted 3/23/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Megan Bollero
[e-mail]
Stephen Scott
Stephen Scott
Mecklenburg
Street Address
5100 Brookshire Blvd
Address Line 2
City State / Rovince / Region
Charlotte North Carolin
Fbstal / Zip Code Country
28216 USA
Is this a transportation project?* r Yes (' No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes (' No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below and include location information. *
The purpose of this project is to install a new sewerline along Little
Hope Creek and its tributaries. There are multiple wetland and stream
impacts associated with the sewer installation.
Please give a couple of dates you are available for a meeting.

Please attach the documentation you would like to have the meeting about.
400783 PHASE 3 COMPILED SET FOR
68.24MB
PERMITTING_CES SIGN 03.11.2021.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 3/23/2021

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20200798
Version *
3
Mooresville Regional Office - [phone]
Alan Johnson
Pre -Filing Meeting Request submitted 3/23/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Megan Bollero
[e-mail]
Stephen Scott
Stephen Scott
Mecklenburg
Street Address
5100 Brookshire Blvd
Address Line 2
City State / Rovince / Region
Charlotte North Carolin
Fbstal / Zip Code Country
28216 USA
Is this a transportation project?* r Yes (' No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes (' No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below and include location information. *
The purpose of this project is to install a new sewerline along Little
Hope Creek and its tributaries. There are multiple wetland and stream
impacts associated with the sewer installation.
Please give a couple of dates you are available for a meeting.

Please attach the documentation you would like to have the meeting about.
400783 PHASE 3 COMPILED SET FOR
68.24MB
PERMITTING_CES SIGN 03.11.2021.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 3/23/2021

LOCATION MAP HAS BEEN REVIEWED BY ME AND IS ACCURATE AND COMPLETE TO THEPREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTALMY SIGNATURE AND SEAL SIGNIFIES THAT I HAVE REVIEWED THIS MATERIAL AND HAVE JUDGED IT TO BE CONSISTENT BEST OF MY KNOWLEDGE. I FURTHER ATTEST THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED DESIGN HAS BEEN PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS, INCLUSION OF THESE MATERIALS UNDERI, , ATTEST THAT THIS APPLICATION FORNORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DATE:COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM:PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAMPERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAMHAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW? YES NOIF A PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUED? YES NOIF WASTEWATER IS NON-DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT:JOSEPH C WILSON, PE, CHIEF ENGINEERCLTWater PERMIT NO. ISSUEDPERMIT APPROVED BY:PLANT FLOW ALLOCATION RECORDED BY:WITH THE PROPOSED DESIGN.PROFESSIONAL ENGINEER'S CERTIFICATION:TELEPHONE - -PROJECT? YES NO SCHOOL INDUSTRIAL APARTMENTS/CONDO'S OTHER % COMMERCIAL % OTHERLIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS:NATURE OF WASTEWATER % DOMESTIC % INDUSTRIALORIGIN OF WASTEWATER SUBDIVISION COMMERCIAL McALPINE CR. (NC0024970) IRWIN CR. (NC0024945) McDOWELL CR. (NC0036277) SUGAR CR. (NC0024937) MALLARD CR. (NC0030210) ROCKY CR. (NC0036269)WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER:135 GAL/DAY/MULTI-FAMILY UNIT UNITS OR IS BASED ON :APPLICATION FOR NON-DISCHARGE PERMITCHARLOTTE WATERGRAVITY SEWER MAIN EXTENSIONPROJECT TYPE: NEW CONSTRUCTION: RELOCATION: MODIFICATION OF PERMIT NO.VOLUME OF WASTEWATER GENERATED BY THIS PROJECT: GALLONS PER DAY BASEDON 190 GAL/DAY/SINGLE FAMILY HOUSEHOLD HOUSEHOLDS ORPROJECT NAME OTHERCLTWater PROJECT NO.:CREEK BASIN:HAS ENGINEER DETERMINED THAT NC DEM AND CLTWater MINIMUM DESIGN STANDARDS ARE MET BY THISWQ00293118452510704N/A100N/A72-INCHESLITTLE HOPE CREEK BASINN/AN/A2019000740CHARLOTTE, NC10925 DAVID TAYLOR DRIVESUITE 280CHARLOTTE, NC 2826216"-36" SANITARY SEWER TO SERVECHARLES E. SHUECITY OF CHARLOTTESEWER PERMITLITTLE HOPE CREEK BASIN SANITARY SEWER IMPROVEMENTSN/AN/ABLACK & VEATCHPHASE 3PHASE 1PHASE 2PROPOSED SEWERLLS1 LSC1 %&LHC1/6&/+&7/+&7/+&ISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONBLACK & VEATCH PROJECT 400783MARCH 2021CHARLOTTE WATER PROJECT 2018000620LEVEL 1.5 SUBMITTALBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International Company416 AIRPORT BOULEVARDMOORISVILLE, NC 27560PARK CONSTRUCTION OF NORTH CAROLINA, INC.LITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSPHASE 3SUMMARY OF SEWER MAINS & MANHOLESSIZELENGTHSIZELENGTH36"934.6716"2149.5424"6101.1612"1240.0018"2887.33TOTAL NO. OF MANHOLES: 82TOTAL NO. LOTS SERVED: -PROJECT NAME: LITTLE HOPE CREEK BASIN SANITARY SEWER IMPROVEMENTSJOB NO.: 2018000620DATE OF ACTIVATION:DATE AS BUILT: BY:3/11/20213/11/2021
SHEET LISTPLOTTED: 3/3/2021 4:26 PM FILE: C:\pw_working\bvw_americas\d0702822\400783-GXX_PHASE 3.dwgFD9000AISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSGENERALSHEET LIST AND GENERAL NOTES400783238---JMGEGKTHCESJMO3/2021SHEET NO.SHEET TITLEGENERAL SHEETS1COVER SHEET WITH VICINITY MAP2SHEET LIST AND GENERAL NOTES3ABBREVIATIONS, LEGEND, AND SYMBOLS4OVERALL SITE PLANCIVIL SHEETSSOUTHWEST BRANCH5PLAN AND PROFILE - STA 200+00 TO STA 208+006PLAN AND PROFILE - STA 208+00 TO STA 217+007PLAN AND PROFILE - STA 217+00 TO STA 227+008PLAN AND PROFILE - STA 227+00 TO STA 237+009PLAN AND PROFILE - STA 237+00 TO STA 242+96.3110COLLECTOR SEWER CONNECTION - PROFILES - 1MIDDLE BRANCH11PLAN AND PROFILE - STA 300+00 TO STA 309+0012PLAN AND PROFILE - STA 309+00 TO STA 318+5013PLAN AND PROFILE - STA 318+50 TO STA 328+0014PLAN AND PROFILE - STA 328+00 TO STA 338+0015PLAN AND PROFILE - STA 338+00 TO STA 348+0016PLAN AND PROFILE - STA 348+00 TO STA 358+0017PLAN AND PROFILE - STA 358+00 TO STA 369+0018PLAN AND PROFILE - STA 369+00 TO STA 377+0019PLAN AND PROFILE - STA 377+00 TO STA 380+68.1220COLLECTOR SEWER CONNECTION - PROFILES - 221COLLECTOR SEWER CONNECTION - PROFILES - 3CARGILL BRANCH22PLAN AND PROFILE - STA 400+00 TO STA 410+0023PLAN AND PROFILE - STA 410+00 TO STA 419+0024PLAN AND PROFILE - STA 419+00 TO STA 428+5025PLAN AND PROFILE - STA 428+50 TO STA 438+5026PLAN AND PROFILE - STA 438+50 TO STA 448+0027PLAN AND PROFILE - STA 448+00 TO STA 456+0028PLAN AND PROFILE - STA 456+00 TO STA 460+03.9829COLLECTOR SEWER CONNECTION - PROFILES - 430COLLECTOR SEWER CONNECTION - PROFILES - 5DETAIL SHEETS31CIVIL DETAILS - 132CIVIL DETAILS - 233CIVIL DETAILS - 334CIVIL DETAILS - 435CIVIL DETAILS - 536CIVIL DETAILS - 637EROSION CONTROL NOTES - 138EROSION CONTROL NOTES - 21.SOME SYMBOLS, MATERIALS AND ABBREVIATIONS SHOWN ON THEFOLLOWING SHEETS MAY NOT BE UTILIZED ON THIS SPECIFIC PROJECT.2.TOPOGRAPHIC INFORMATION SHOWN IS BASED ON FIELD SURVEYSCOMPLETED IN 2019; PERFORMED BY TIDEMARK LAND SERVICES, INC.(2019, 2020). SUBSURFACE UTILITY ENGINEERING SERVICES WEREPROVIDED BY SUMMIT ENVIRONMENTAL SERVICES, LLC. (2019, 2020).3.HORIZONTAL CONTROL: COORDINATES ARE BASED ON NORTH AMERICANDATUM OF 1983 (NAD 1983).4.VERTICAL CONTROL: ELEVATIONS ARE BASED ON NATIONAL GEODETICVERTICAL DATUM OF 1988 (NGVD 1988).5.EASEMENT LINES, RIGHT-OF-WAY LINES, AND PROPERTY LINES ARESHOWN IN THE DESIGN DRAWINGS AND ARE FOR REFERENCE ONLY.REFER TO FINAL EASEMENT EXHIBIT MAPS PREPARED BY TIDEMARKLAND SERVICES FOR ACTUAL PROPERTY BOUNDARIES AND EASEMENTS.6.SOIL BORING LOCATIONS ARE PROPOSED AND SHALL BE UPDATED UPONRECEIPT OF GEOTECHNICAL REPORT FROM CAPSTONE CIVIL GROUP, INC.7."SCREENED" (LIGHT) DELINEATION INDICATED ON THE DRAWINGSDENOTES EXISTING FACILITIES. "SCREENED" INFORMATION WAS TAKENFROM EXISTING CONSTRUCTION DRAWINGS AND DATA, IS FORREFERENCE ONLY, AND SHALL BE FIELD VERIFIED BY THE DESIGNBUILDER PRIOR TO THE BEGINNING OF CONSTRUCTION. "BOLD"DELINEATION IS NEW WORK TO BE CONSTRUCTED UNDER THISCONTRACT.8.EXISTING UTILITIES AND STRUCTURES ARE INDICATED ONLY TO THEEXTENT THAT SUCH INFORMATION WAS KNOWN, OR MADE AVAILABLE TO,OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THELOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACEFACILITIES AND UTILITIES ARE APPROXIMATE, AND NOT ALL UTILITIESAND FACILITIES MAY BE INDICATED. FIELD VERIFICATION OR UTILITYSURVEY OF THE UTILITIES SHOWN IS NOT IMPLIED APART FROMLOCATING FLAGGING PROVIDED THROUGH NORTH CAROLINA ONE CALL.9.DESIGN BUILDER'S STAGING, PARKING, AND MATERIAL STORAGE SHALLBE LIMITED TO THE EASEMENT AREAS AND LIMITS OF DISTURBANCEDESIGNATED ON THE DRAWINGS.10.WORK SHALL BE CONFINED WITHIN THE LIMITS OF DISTURBANCE SHOWNON THE DRAWINGS. LIMITS OF DISTURBANCE ARE CONSIDERED TO BEEQUIVALENT TO TOTAL DESIGNATED EASEMENT AREA, INCLUDINGEXISTING, PERMANENT, AND TEMPORARY EASEMENTS.11.DESIGN BUILDER SHALL VERIFY PRECISE LOCATIONS AND ELEVATIONSOF ALL UTILITIES AND STRUCTURES, WHETHER INDICATED ON THEDRAWINGS OR NOT, IN THE FIELD IN ADVANCE OF EXCAVATING, BYCONTACTING ALL UTILITIES AND OTHER AGENCIES, AND BYPROSPECTING. DESIGN BUILDER SHALL BE RESPONSIBLE FOR REMOVAL,DEMOLITION, RECONSTRUCTION, RELOCATION AND RECONNECTION OFEXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. IFREQUIRED AFTER FIELD VERIFICATION, DESIGN BUILDER SHALLCOORDINATE WITH THE ENGINEER TO DETERMINE ANY NECESSARYMODIFICATIONS TO PROPOSED NEW WORK. BEFORE CONSTRUCTION ISSTARTED, DESIGN BUILDER SHALL COORDINATE WITH THE OWNER OFEACH UTILITY AND DEFINE THE REQUIREMENTS AND METHODS TOACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT,OR RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED NEWWORK.12.ANY DAMAGE TO EXISTING PIPELINE, UNDERGROUND UTILITIES, OROTHER STRUCTURES, SHALL BE REPAIRED AT NO ADDITIONAL COST TOTHE OWNER.13.THE DESIGN BUILDER SHALL BE RESPONSIBLE FOR THE PROTECTION OFALL PROPERTY CORNER OR RIGHT OF WAY MARKERS. PROPERTYCORNER MARKERS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BEREESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN THESTATE OF NORTH CAROLINA.14.ALL TREES SHALL BE REMOVED INSIDE PERMANENT EASEMENT AREAS.15.THE DESIGN BUILDER'S OPERATIONS SHALL CONFORM TO OSHA, LOCAL,OR STATE REGULATIONS, WHICHEVER IS MORE STRINGENT, PERTAININGTO EXCAVATION AND TRENCHING.16.DESIGN BUILDER SHALL COMPLY WITH THE GOVERNING AGENCY NPDESCONSTRUCTION REQUIREMENTS AND SHALL PROVIDE APPROPRIATEMITIGATION MEASURES OR PROTECTION AND RESTORATION AT ALLLOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BYTHE ENGINEER. SPECIAL CONSTRUCTION REQUIREMENTS, TEMPORARYPROTECTIVE FENCING, OR BARRICADES, SHEETING, SHORING, EROSIONPROTECTION, AND SURFACE RESTORATION AT CERTAIN LOCATIONS AREINDICATED ON THE DRAWINGS TO BRING DESIGN BUILDER'S ATTENTIONTO SENSITIVE AREAS.17.CLEANUP AND SITE RESTORATION SHALL BE PERFORMED BY THE DESIGNBUILDER IN ACCORDANCE WITH LOCAL AND STATE STANDARDS OR ASDIRECTED BY THE ENGINEER. ALL EXISTING UTILITIES, CULVERTS,LANDSCAPING, MAILBOXES, SIGNS, ETC. DISTURBED DURINGCONSTRUCTION SHALL BE RESTORED TO AS GOOD OR BETTERCONDITION WITHIN ONE DAY OF DISTURBANCE. ANY AND ALL EXPENSESINCURRED FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACT BIDPRICE. REFERENCE SPECIFICATIONS FOR PHASED CLEARING SCHEDULE.18.DESIGN BUILDER SHALL FIELD VERIFY PRECISE LOCATION, ELEVATION,PIPE SIZE, AND ARRANGEMENT OF CONNECTIONS OF NEW PIPELINESWITH EXISTING PIPELINES BASED ON FIELD CONDITIONS, INCLUDINGEXPOSING EXISTING PIPING PRIOR TO CUTTING AND ASSEMBLING NEWPIPING. DESIGN BUILDER SHALL INSTALL FITTINGS, ADAPTERS, AND SOLIDSLEEVE CLOSURES; ROTATE FITTINGS; DEFLECT JOINTS; AND MODIFYEXISTING PIPING AS APPLICABLE AND AS REQUIRED TO MAKECONNECTIONS, INCLUDING ADJUSTMENTS FOR ANY OFFSETS INCENTERLINE ELEVATIONS BETWEEN PIPELINES. DESIGN BUILDER SHALLPROVIDE TEMPORARY PLUG WITH FACTORY OUTLET SIZED AS REQUIREDFOR DESIGN BUILDER'S TESTING WORK BEFORE MAKING CONNECTION,WHEN APPLICABLE. DESIGN BUILDER SHALL COORDINATE MAKING EACHCONNECTION WITH THE OWNER.19.TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENTMARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET LATESTEDITION MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES)STANDARDS.20.DESIGN BUILDER SHALL DEWATER AHEAD OF EXCAVATION. NO WATERSHALL BE DISCHARGED TO THE ENVIRONMENT WITHOUT PRETREATMENTTO THE SATISFACTION OF REGULATORS. DESIGN BUILDER SHALLCOLLECT AND PUMP WATER DISCHARGED THROUGH A STONE FILTERBASIN OR OTHER APPROVED METHODS.21.MAIL BOXES, SIGNS, RETAINING WALLS, AND FENCES SHALL BE REMOVEDBY THE DESIGN BUILDER WHEN NECESSARY FOR PIPE INSTALLATION ANDREPLACED WITHOUT DAMAGE. IF DAMAGED BY DESIGN BUILDER, DESIGNBUILDER SHALL REPLACE WITH NEW FACILITIES TO MATCH EXISTING ORCONSTRUCTION AT NO ADDITIONAL COST.22.STRUCTURES SUCH AS CURBS AND GUTTERS, CONCRETE AND ASPHALTDRIVES AND WALKWAYS, PAVING BRICKS, FENCING, RETAINING WALLS,ETC., CROSSED BY THE PIPELINE ARE NOT ALL INDICATED IN THEPROFILE. DESIGN BUILDER SHALL RESTORE ANY EXISTING STRUCTURESTHAT ARE DISTURBED, DAMAGED, OR REMOVED BY CONSTRUCTION.23.DESIGN BUILDER SHALL CONTACT PROPERTY OWNERS 48 HOURS PRIORTO WORKING IN EASEMENT ON THAT PROPERTY. DESIGN BUILDER SHALLNOT ACCESS PROPERTY OUTSIDE OF EASEMENT WITHOUT WRITTENPERMISSION FROM PROPERTY OWNER.24.DESIGN BUILDER SHALL VERIFY THE OUTSIDE DIAMETERS OF EXISTINGWET UTILITIES IN THE VICINITY OF THE WORK AND HAVE APPROPRIATELYSIZED SLEEVES AND REPAIR COUPLINGS ON SITE PRIOR TOCONSTRUCTION.25.INSTALLATION OF UTILITIES MAY BE IN CLOSE PROXIMITY TO OVERHEADOR UNDERGROUND ELECTRICAL LINES. DESIGN BUILDER SHALLPERFORM HIS OWN LOCATION OF POWER LINES PRIOR TO BEGINNINGWORK. DESIGN BUILDER SHALL COORDINATE THE SUPPORT OF EXISTINGPOWER POLES, GUY POLES, AND GUY WIRES WITH DUKE ENERGYBEFORE EXCAVATING NEAR THESE UTILITIES. DESIGN BUILDER SHALLMEET ALL APPLICABLE POWER SAFETY REQUIREMENTS MAINTAININGHORIZONTAL AND VERTICAL SEPARATION FROM CONDUCTORS & OTHERWIRES AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION26.DESIGN BUILDER SHALL COORDINATE AND PAY FOR ALL FLAGGINGREQUIRED BY RAILROAD OR NCDOT ENCROACHMENT AGREEMENTS ANDSHALL MAINTAIN ACCESS TO ALL DRIVEWAYS TO PARCELS AT ALL TIMES.27.WHERE PROPERTY OWNERS HAVE FENCING, FOR THE PURPOSES OFSECURITY, THE DESIGN BUILDER SHALL RESTORE FENCING WHENPERSONNEL LEAVES THE SITE UNLESS IT EXISTS WITHIN EASEMENTLIMITS.28.ALL GREENWAY OR WALKING TRAILS DAMAGED SHALL BE RESTORED TOORIGINAL CONDITION.GENERAL NOTES1.CONFIRM GRADING/EROSION CONTROL PLAN APPROVAL FROM THENCDEQ LAND QUALITY SECTION, MOORESVILLE REGION OFFICE.2.IN AREAS WITHIN 15-FEET OF TOP OF BANK BUFFER, THE REGIONWILL BE STABILIZED IMMEDIATELY FOLLOWING CONSTRUCTION.SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSIONCONTROL INSPECTOR OF THE LAND QUALITY SECTION, MOORESVILLEREGIONAL OFFICE PH. 704-663-1699 TO DISCUSS EROSION CONTROLMEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURSPRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER18 OF THE CITY CODE AND IS SUBJECT TO FINE.3.INSTALL SILT FENCE, INLET PROTECTION SEDIMENT TRAPS, DIVERSIONDITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ONPLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.4.CALL 704-663-1699 FOR AN ON-SITE INSPECTION BY ENGINEERINGINSPECTOR UPON INITIAL CLEARING, GRUBBING, AND EROSION CONTROLINSTALLATION.5.MAINTAIN EROSION CONTROL DEVICES AS NEEDED.6.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.7.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED INACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROLPLANNING AND DESIGN MANUAL, U.S. DEPT OF AGRICULTURE, U.S. SOILCONSERVATION SERVICE, AND THE NCDEQ LAND QUALITY SECTION,MOORESVILLE REGIONAL OFFICE.8.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALLEROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION.THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDEQLAND QUALITY SECTION, MOORESVILLE REGIONAL OFFICE EROSIONINSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED ATAPPROPRIATE STAGES OF CONSTRUCTION.9.CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNERTHAT EROSION AND WATER POLLUTION IS MINIMIZED.10.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMITAS DEFINED IN NORTH CAROLINA ADMINISTRATIVE CODE TITLE 15ASUBCHAPTER 13B.11.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS AVIOLATION OF THE NCDEQ EROSION CONTROL ORDINANCE AND ISSUBJECT TO A FINE.12.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSIONCONTROL PLAN IS A VIOLATION OF THE NCDEQ EROSION CONTROLORDINANCE AND IS SUBJECT TO A FINE.13.GROUND STABILIZATION MEASURES SHALL OCCUR WITHIN 7 DAYS ONPERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUNDSTABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS. SEE“STABILIZATION TIMEFRAME” CHART ON THIS SHEET FOR GROUNDSTABILIZATION TIMEFRAME REQUIREMENTS.14.TEMPORARY AND PERMANENT STABILIZATION SHALL BE ACHIEVED WITHA COVER DENSITY OF AT MINIMUM 80% WHERE COVER IS DISTRIBUTEDEVENLY AND UNIFORMLY.15.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTEDEVERY 7 DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS½ INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED ORREPLACED, AS NECESSARY. CONTRACTOR SHALL MAINTAIN INSPECTIONRECORDS IN ACCORDANCE WITH THE NCG010000 GENERAL PERMIT PERSECTION 11.B.316.STOCKPILE MATERIAL SHALL BE PROVIDED WITH GROUND COVER UPONCOMPLETION OF ANY PHASE OF WORK. ALL MULCH MUST BE TACKEDWITH EMULSIFIED ASPHALT. STOCKPILE MATERIAL MUST BE STOREDUP-GRADIENT OF STREAM BED AT ALL TIMES.17.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BEREQUIRED BY A REPRESENTATIVE OF NCDEQ.18.BASED ON FIELD CONDITIONS EXCAVATED SOIL SHALL BE PLACED UPGRADIENT OF TRENCH OR BORE PIT.19.CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO PREVENTTRACKING MUD/SOIL ON ROADWAYS. ANY MUD OR SOIL TRACKED ONROADWAYS SHALL BE CLEANED DAILY.20.WHEN DEWATERING TRENCHES, CONTRACTOR SHALL PUMP TURBIDWATER THROUGH FILTER BAGS OR TO A SEDIMENT AND EROSIONCONTROL MEASURE WITH SUFFICIENT CAPACITY.21.EROSION CONTROL MEASURES SHALL BE PROVIDED AS REQUIRED FORPARKING, STOCKPILING, AND STAGING AREAS.22.SURFACE EXPOSURE SHOULD BE KEPT TO A REASONABLE LENGTH ATANY ON TIME (I.E: 500 LF) OPEN AT ONE TIME.23.TEMPORARY CREEK CROSSINGS SHALL NOT BE IN PLACE FORMORE THAN 3 MONTHS AND EACH IS RENEWABLE FOR UP TO ONEYEAR WITH WRITTEN APPROVAL FROM THE FLOODPLAINADMINISTRATOR.EROSION CONTROL NOTES1.CONTRACTOR TO SUBMIT BYPASS PUMPING PLAN TO ENGINEER PRIORTO BEGINNING ANY BYPASS OPERATIONS2.BYPASS PUMPING ONLY REQUIRED WHERE SEWER TO BE REPLACED INPLACE OR DURING TIE INS TO ACTIVE SEWER. BYPASS PUMPING MAYREMAIN ON STAND-BY IN CASE OF EXISTING CLAY PIPE COLLAPSE.3.EXISTING PIPE MAY BE TIED INTO NEW INSTALLED SEWER AT THE END OFEACH WORK DAY. IF CONTRACTOR BYPASSES AT NIGHT, 24 HOURMONITORING AND 100% REDUNDANCY OF EQUIPMENT IS REQUIRED.4.BYPASS PUMPING CAPACITY REQUIREMENTS ARE AS FOLLOWS:EXIST 24" SEWER = TBDEXIST 16" SEWER = TBDEXIST 12" AND SMALLER = TBD5.PUMPING CAPACITIES GIVEN ARE FOR DRY WEATHER CONDITIONS.SIGNIFICANT RAINFALL EVENTS MAY CAUSE HIGHER FLOWS.BYPASS PUMPING NOTES NOTESCHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINA3/11/2021
PLOTTED: 3/3/2021 4:26 PM FILE: C:\pw_working\bvw_americas\d0702822\400783-GXX_PHASE 3.dwgFD9000AISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSGENERALABBREVIATIONS, LEGEND, AND SYMBOLS400783338---JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINACB326TCER/WUTUTUEUE(G)(W)(WM)(GM)S/LSURFACED STREET, ROAD OR DRIVESURFACED STREET, ROAD OR DRIVE WITH CURBSCATCH BASINPROPOSED NEW MANHOLEDRAINAGE COURSE OR FLOW LINEEXISTING GRADE CONTOURFINISHED GRADE CONTOURBANK OR SLOPE LINESBORE HOLE OR TEST HOLE AND NUMBERSURVEY LINE WITH PI, PT, OR POTCONCRETE ENCASEMENT - PLAN VIEWCULVERTNEW PIPINGNEW PIPING IN PROFILETEMPORARY CONSTRUCTION EASEMENT LINEEXISTING EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINEPERMANENT EASEMENT LINESURVEY LINESECTION LINEWATER LINEGAS LINETELEPHONE (UNDERGROUND)ELECTRICAL (UNDERGROUND)ELECTRICAL (OVERHEAD)WATER OR GAS VALVEWATER OR GAS METERUTILITY POLE WITH GUY ANCHORFIRE HYDRANTYARD HYDRANTSTREET LIGHT POLEHEDGE, BRUSH, SHRUBS, WOODSEXISTING TREES AND TRUNK DIAMETER, TYPEBAR GRATING (LINES IN DIRECTION OF SPAN)CHECKERED PLATERIPRAPCONCRETEAC PAVEMENTGRANULAR FILL (CRUSHED ROCK OR GRAVEL)EARTH OR GRADECENTERLINEFENCEFUTURE BUILDINGS, STRUCTURESSTRUCTURES UNDERGROUNDBUILDINGS, STRUCTURESY326XXTH5B3TOPTOEGENERAL LEGEND4562.63SPOT ELEVATIONC-26CURVE NUMBER3:1SLOPE RUN : RISE2+50STATION1.5%PERCENT SLOPE2183DESIGN POINTCENTERLINERAILROAD, EACH TRACKFENCEXXFIRE HYDRANTYARD HYDRANTSTREET LIGHT POLEY4562.6SPOT ELEVATIONSEWER OR STORMDRAIN MANHOLESSDEXISTING PIPINGVALVEWWS/LR/WTCETELEPHONE (OVERHEAD)TTOHEOHEENGINEERED FILLSANDBEDROCKGASGASTOP BANKTBTBTOE BANKBBBBSANITARY SEWER8''SSSTORM DRAINSDSDSDSDUNDERGROUND FIBER OPTICFOFOSTORM DRAINUTVUTVUNDERGROUND TELEVISIONSILT FENCE LINEABANDON IN PLACEDEMOLISH/REMOVALLODLIMITS OF DISTURBANCELODEEEEPEPE3/11/2021
FND #5 REBARFND #5 REBAR1' WALL FND #4 REBARFND #4 REBARWOOD BR
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EWWWWWWWWWWWPLOTTED: 3/3/2021 4:27 PM FILE: C:\pw_working\bvw_americas\d0702822\400783-GXX_PHASE 3.dwgFD9000AISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILOVERALL SITE PLAN4007834381"=800'1"=800'-JMGEGKTHCESJMO3/20211000'500'250'500'0'HORIZONTAL SCALE 1"=500'SOUTHWEST BRANCHPROPOSED SEWERMIDDLE BRANCHPROPOSED SEWERCARGILL BRANCHPROPOSED SEWERPP1 - SHEET 5PP2 - SHEET 6PP3 - SHEET 7PP4 - SHEET 8PP5 - SHEET 9PP6 - SHEET 11PP7 - SHEET 12PP8 - SHEET 13PP9 - SHEET 14PP10 - SHEET 15PP11 - SHEET 16PP12 - SHEET 17PP13- SHEET 18PP14 - SHEET 19PP15 - SHEET 22PP16 - SHEET 23PP17 - SHEET 24PP18 - SHEET 25PP19 - SHEET 26PP20 - SHEET 27PP21 - SHEET 28CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINA3/11/20213/11/20213/11/2021
SDSDSDSDSDSDSDSDSDW WWWW WWVALLEY STREAM RDLITTLE HOPE CREEKEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
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EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETCETCETCETCETCEPEPEPETCETCETCETCETCETCEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP
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PEPEPEPEPEPEPEPEPEPEPEPEPEPETCETCETCETCETCETCEPEPEPEPEPEPEPEPEPEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
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EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE200+00201+00202+002
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205+00206+00207+00208+00209+00210+00B-9B-1032+0033+0034+0035+00B-200B-201B-2020+000+560+470+000+000+27EX SSMH 284308 (60" DIA)N 519436.39E 1445260.14STA 202+84.92REMOVE/REPLACEEX SSMH 276257PROP SSMH 2-4 (60" DIA)N 519295.32E 1445531.53EX SSMH-276259 (60" DIA)N 519387.61E 1445399.46EXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSEXIST 24" RCP SS
STA 204+06.88REMOVE/REPLACEEX SSMH 276258PROP SSMH 2-5 (60" DIA)N 519254.90E 1445416.46EX SSMH 286845 (48" DIA)N 519140.73E 1445778.15EXIST 24" RCP SS STA 200+70.38PROP SSMH 2-2 (60" DIA)N 519186.49E 1445705.15STA 201+17.18PROP SSMH 2-3 (60" DIA)N 519185.53E 1445658.35S49° 07' 09.95"E167.74'EXIST 10" RCP SSEXIST SEWER EASEMENT (TYP)PERMANENT EASEMENT (TYP)SILT FENCE(TYP)--EXIST SEWER EASEMENT (TYP)STREAM PUMPAROUNDEXIST 10" RCP SSEXIST 10" RCP SSSTREAM PUMPAROUND--15'REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW16" C900 DR 25 PVC SEWER PIPESTREAM CROSSING(NOTE 2)16" DIP SEWER PIPESTREAM CROSSING(NOTE 2)16" DIP SEWER PIPES64° 42' 42.19"E54.02'PLUG (TYP)16" C900 DR 25 PVC SEWER PIPE (TYP)NOTE 3PLUG (TYP)NOTE 3EXIST 10" SS CONNECTTO PROP SSMH 2-1110EXIST 10" SS CONNECTTO PROP SSMH 2-7S44° 39' 26.45"W126.99'S42° 41' 17.73"W284.35'S28° 46' 10.07"W90.46'STA 206+20.76PROP SSMH 2-6 (60" DIA)N 519373.37E 1445238.39STA 200+00.00 (33+51.63)PROP SSMH 1-13 (72" DIA)N 519150.00E 1445763.36NOTE 410'NOTE 4NOTE 4NOTE 520'
30'15'10'N70° 38' 54.47"E121.96'S56° 21' 52.22"E213.87'S41° 38' 34.92"E237.92'S41° 38' 34.92"E237.92'S34° 55' 31.01"E16.35'16" C900 DR 25 PVC SEWER PIPE (TYP)STA 200+16.35PROP SSMH 2-1 (60" DIA)N 519163.41E 1445754.00N88° 49' 43.38"E46.81'MA
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6 585590595600605610615585590595600605610615199+75200+00200+50201+00201+50202+00202+50203+00203+50204+00204+50205+00205+50206+00595600605610615620625595600605610615620625206+00206+50207+00207+50208+0016" DIA, C900 PVC, L=54.02', S=1.07%16" DIA, C900 PVC, L=46.81', S=1.26%16" DIA, C900 PVC, L=167.74', S=1.45%16" DIA, C900 PVC, L=121.96', S=1.39%16" DIA, DIP, L=213.87', S=1.40%10" DIA, L=68.70', S=0.85%10" DIA, L=204.91', S=0.98%10" DIA, L=121.96', S=0.52%16" DIA, C900 PVC, L=237.92', S=0.75%GRADE @ PROP. ALIGNMENTSTA 204+06.88
REMOVE/REPLACE
EX SSMH 276258
PROP SSMH 2-5
RIM 603.01
(NW) INV IN 595.58 (16")
(E) INV OUT 595.38 (16")
STA 202+84.92
REMOVE/REPLACE
EX SSMH 276257
PROP SSMH 2-4
RIM 606.87
(W) INV IN 593.68 (16")
(SE) INV OUT 593.48 (16")
STA 200+70.38PROP SSMH 2-2 (60" DIA)RIM 603.19(N) INV IN 590.75 (10")(N) INV IN 597.72 (10")(W) INV IN 590.25 (16")(SE) INV OUT 590.05 (16")STA 201+17.18PROP SSMH 2-3 (60" DIA)RIM 603.53(NW) INV IN 591.04 (16")(E) INV OUT 590.84 (16")
STA 206+20.76
PROP SSMH 2-6 (60" DIA)
RIM 617.10
(NW) INV IN 598.77 (16")
(SE) INV OUT 598.57 (16")
STA 200+00.00(33+51.63)PROP SSMH 1-13 (72" DIA)RIM 601.11(NW) INV IN 597.14 (10")(NW) INV IN 589.63 (10")(NE) INV IN 587.46 (36")(NW) INV IN 589.13 (16")(SW) INV OUT 587.46 (36")16" DIA, C900 PVC, L=213.87', S=1.40%GRADE @ PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-16" DIA, L=16.35', S=0.85%STA 200+16.35PROP SSMH 2-1 (60" DIA)RIM 601.16(NW) INV IN 589.47 (16")(SE) INV OUT 589.27 (16")VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/10/2021 3:57 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP17-PP21.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 200+00 TO STA 208+00 - PP14007835381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3C - SOUTHWEST BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR CREEK/DITCH STABILIZATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX.REMOVE PIPE FROM STREAM BED.4.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.5.LOCATION OF STRUCTURE (SHED, GARAGE, GARDEN, ETC.).3/11/2021
SDSDSD
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REBARWOOD BRIDGESENECA PLEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCEPEPEPEPEPEPEPEPEPEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEELODLODLODLODEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEPEPEPEPE208+00209+00210+00211+00212+00213+00214+00215+00216+00217+00218+00219+00B-202B-203B-204B-205B-2060+640+000+000+27S11° 34' 34.15"W178.50'EX SSMH 254876 (48" DIA)N 519593.94E 1445097.47EX SSMH 254881 (48" DIA)N 519616.72E 1444879.63EX SSMH 254885 (48" DIA)N 519799.35E 1444727.99EX SSMH-254879 (48" DIA)N 519636.66E 1445083.95EX SSMH 254898DEMOLISH AND DISPOSEN 519872.68E 1444598.58(SEE NOTE X)EX SSMH 254904 (60" DIA)N 519948.00E 1444464.95EXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSSTA 208+58.68PROP SSMH 2-7 (60" DIA)N 519551.17E 1445080.30STA 209+19.17PROP SSMH 2-8 (60" DIA)N 519610.47E 1445092.24EXIST 10" RCP SSSTA 211+31.16PROP SSMH 2-9 (60" DIA)N 519631.78E 1444881.32EXIST 10" RCP SS(TO BE DEMOLISHED,SEE NOTE 2)STA 214+92.12PROP SSMH 2-10 (60" DIA)N 519872.68E 1444612.50EXIST SEWER EASEMENT (TYP)PERMANENTEASEMENT (TYP)TEMPORARY CONSTRUCTIONEASEMENT (TYP)SILT FENCE(TYP)--STREAM PUMPAROUND--EX SSMH-254911 (48" DIA)(TO BE ABANDONED)N 520105.69E 1444381.75STA 0+64.10REMOVE/REPLACEEX SSMH 254891PROP SSMH 2-10A (60" DIA)N 519819.94E 1444585.30STREAM CROSSING(NOTE 2)16" DIP SEWER PIPE16" C900 DR 25 PVC SEWER PIPE (TYP)PLUG (TYP)NOTE 3EX SSMH 380820 (48" DIA)N 519796.14E 1444579.18EX SSMH 254896 (48" DIA)N 519890.06E 1444389.25EXIST 10" SS CONNECTTO PROP SSMH 2-7210STA 216+46.91PROP SSMH 2-12 (60" DIA)N 519942.65E 1444474.43STA 218+25.41PROP SSMH 2-13 (60" DIA)N 520117.52E 1444510.2515'10'NOTE 5S41° 38' 34.92"E237.92'10'
10'S41° 38' 34.92"E237.92'S84° 13' 45.04"E211.99'STREAM PUMPAROUND--STREAM CROSSING(NOTE 2)NEW 10" SS CONNECTTO PROP SSMH 2-10310N14° 08' 01.88"E46.50'S63° 07' 27.28"E154.79'EXIST 10" RCP SST
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, L=154
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PROP SSMH 2-12 (60" DIA)
RIM 625.49
(NW) INV IN 618.29 (10")
(N) INV IN 617.90 (16")
(SE) INV OUT 617.70 (16")10" DIA, L=148.74', S=0.73%EX SSMH 254885 (48" DIA)
RIM 623.57
(NW) INV IN 613.62 (10")
(SE) INV OUT 613.48 (10")10" DIA, L=237.38', S=0.83%EX SSMH 254881 (48" DIA)
RIM 616.86
(NW) INV IN 611.52 (10")
(E) INV OUT 611.52 (10")
EX SSMH 254876 (48" DIA)RIM 611.58(W) INV IN 608.11 (10")(N) INV IN 607.90 (10")(SE) INV OUT 606.86 (10")STA 208+58.68PROP SSMH 2-7 (60" DIA)RIM 613.01(N) INV IN 600.75 (16")(SE) INV OUT 600.55 (16")STA 209+19.17PROP SSMH 2-8 (60" DIA)RIM 615.13(N) INV IN 611.11 (10")(W) INV IN 602.77 (16")(NW) INV IN 603.27 (10")(S) INV OUT 602.57 (16")
STA 211+31.16
PROP SSMH 2-9 (60" DIA)
RIM 616.61
(NW) INV IN 611.17 (16")
(E) INV OUT 610.97 (16")GRADE @ PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-STA 214+92.12
PROP SSMH 2-10 (60" DIA)
RIM 623.58
(NW) INV IN 612.06 (16")
(SW) INV IN 612.36 (10")
(SE) INV OUT 611.86 (16")VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/10/2021 3:58 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP17-PP21.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 208+00 TO STA 217+00 - PP24007836381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3C - SOUTHWEST BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR CREEK/DITCH STABILIZATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX.REMOVE PIPE FROM STREAM BED.4.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.5.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.3/11/2021
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0 S11° 34' 34.15"W178.50'STA 222+73.32REMOVE/REPLACEEX SSMH 20655PROP SSMH 2-16 (60" DIA)N 520151.49E 1444070.82EX SSMH 287086 (60" DIA)N 519982.44E 1444031.46STA 221+18.63PROP SSMH 2-15 (60" DIA)N 520176.65E 1444223.45EXIST SEWER EASEMENT (TYP)EX
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T

1
0
"

R
C
P

S
SEX SSMH-254911 (48" DIA)(TO BE ABANDONED)N 520105.69E 1444381.75STA 218+25.41PROP SSMH 2-13 (60" DIA)N 520117.52E 1444510.25STA 219+51.84PROP SSMH 2-14 (60" DIA)N 520150.30E 1444388.15EX SSMH 1958 (48" DIA)N 520299.61E 1444424.92STA 223+41.55PROP SSMH 2-17 (60" DIA)N 520132.40E 1444005.31STA 224+20.65PROP SSMH 2-18 (60" DIA)N 520055.40E 1443987.25STA 226+40.85PROP SSMH 2-19 (60" DIA)N 519982.02E 1443779.63STA 227+46.38PROP SSMH 2-20 (60" DIA)N 519946.85E 1443680.13EXIST 10" RCP SSTEMP BORE PIT(12'X30', APPROX. LOCATION)30" STEEL ENCASEMENTG-S11° 34' 34.15"W178.50'16" C900 DR 25PVC SEWER PIPE (TYP)TEMP BORE PIT(10'X10', APPROX. LOCATION)EX SSMH-1947 (48" DIA)N 520138.07E 1444385.00S74° 58' 25.37"E126.42'20'N80° 38' 17.91"E154.68'20'EXIST 10" SS CONNECTTO PROP SSMH 2-15510NOTE 2NOTE 4NOTE 4NOTE 2EXI
S
T

1
0
"

R
C
P

S
S
25'16" C900 DR 25PVC SEWER PIPE (TYP)N73° 45' 22.50"E68.23'N70° 32' 06.72"E220.21'N70° 32' 06.72"E105.53'PERMANENTEASEMENT (TYP)EXIST 10" SS CONNECTTO PROP SSMH 2-1561025'N70° 32' 06.72"E105.53'S80° 18' 06.09"E116.12'N21° 35' 51.10"E29.79'EXIST 15" SS CONNECTTO PROP SSMH 2-1341012" C900 DR 25PVC SEWER PIPE (TYP)PERMANENT EASEMENT (TYP)EXISTING SEWEREASEMENT (TYP)STA 228+62.50PROP SSMH 2-21 (60" DIA)N 519966.41E 1443565.67EXIST 10" SS CONNECTTO PROP SSMH 2-21710NOTE 2CATCH BASININLET PROTECTION (TYP)E34N13° 12' 12.12"E79.09'20'20'MATCH LINE - STA 217+00FOR CONTINUATION SEE SHEET 6MATCH LINE - STA 227+00FOR CONTINUATION SEE SHEET 8615620625630635640645615620625630635640645217+00217+50218+00218+50219+00219+50220+00220+50221+00221+50222+00222+50223+00223+50224+00224+50225+00225+50226+00226+50227+0016" DIA, C900 PVC, L=166.80', S=1.00%16" DIA, C900 PVC, L=154.68', S=1.00%16" DIA, C900 PVC,L=68.23', S=0.85%10" DIA, L=314.16', S=2.03%GRADE @ PROP. ALIGNMENT16" DIA, C900 PVC, L=126.42', S=1.82%STA 222+22.43
EX 18" RCP SD
STA 222+82.16
EX WL
STA 223+16.05
EX GAS
12" DIA, C900 PVC,L=79.09', S=1.47%12" DIA, C900 PVC, L=220.21', S=0.85%STA 221+18.63
PROP SSMH 2-15 (60" DIA)
RIM 636.99
(W) INV IN 627.46 (16")
(E) INV OUT 627.26 (16")
STA 224+20.65
PROP SSMH 2-18 (60" DIA)
RIM 637.04
(W) INV IN 631.48 (12")
(N) INV OUT 631.28 (12")
STA 226+40.85
PROP SSMH 2-19 (60" DIA)
RIM 641.41
(W) INV IN 633.55 (12")
(E) INV OUT 633.35 (12")
STA 222+73.32
REMOVE/REPLACE
EX SSMH 20655
PROP SSMH 2-16
RIM 637.91
(W) INV IN 629.21 (16")
(S) INV IN 629.38 (10")
(N) INV IN 629.38 (10")
(E) INV OUT 629.01 (16")
STA 223+41.55
PROP SSMH 2-17 (60" DIA)
RIM 640.24
(S) INV IN 630.12 (12")
(E) INV OUT 629.79 (16")12" DIA, C900 PVC,L=105.53', S=0.74%STA 223+63.74
EX WL
STA 219+51.84PROP SSMH 2-14 (60" DIA)RIM 638.42(W) INV IN 625.60 (16")(N) INV IN 625.50 (15")(E) INV OUT 625.40 (16")(N) INV OUT 627.80 (15")EX SSMH 254911 (48" DIA)RIM 631.80(W) INV IN 621.30 (10")(SE) INV OUT 621.18 (10")
STA 221+51.21
EX GAS
STA 221+11.72
EX WL
STA 219+56.98EX WLSTA 219+72.07EX GASSTA 219+21.70EX 18" RCP SDSTA 218+13.39EX 15" RCP SS30" STEELENCASEMENT16" DIA, DIP, L=178.50',S=2.80% W/ 70 LF OF30" STEEL CASING(INSTALLED BYTRENCHLESS METHODS)G22STA 218+25.41PROP SSMH 2-13 (60" DIA)RIM 639.75(W) INV IN 623.10 (16")(S) INV OUT 622.90 (16")OUTSIDE DROPMANHOLEC-VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/10/2021 3:59 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP17-PP21.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 217+00 TO STA 227+00 - PP34007837381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3C - SOUTHWEST BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.3.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX.REMOVE PIPE FROM STREAM BED.4.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.3/11/2021
SD
SD SD
SD
SD
SD
SDSDSDSDS
D SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWSDSDWWWWWWWWWWWGASWWWWWWWWWWWWWWW W WW
WW
WWWWWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
SDSDSDSD
WWWPRENTICE PL
PRENTICE PLSEACROFT RD EEEEEEEEEEEEEEEEEEEE EE EE
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
EE
EE
EE
EE
EEEEEEEEEEEEEE
EE
EE
EE
EE
EE
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE EE EE EE EE EE
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE EE EE EELOD PEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP
E
P
EPEPEPEPEP
E
P
ELODLODPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPELOD226+00227+00228+00229+00230+00231+00232+00233+00234+00235+00236+002
3
7
+
0
0B-209B-210B-211B-2120+000+500+00 0+50
0+000+50EX SSMH-287921 (60" DIA)N 519914.63E 1443545.07EX SSMH-286882 (60" DIA)N 519830.50E 1443491.99EX SSMH 286835 (48" DIA)N 519890.93E 1443149.54EX SSMH 254903 (48" DIA)N 519947.91E 1442956.67EXIST 10" RCP SS
EXIST
1
0
"

R
C
P

S
SSTA 231+51.58PROP SSMH 2-24 (60" DIA)N 519982.48E 1443316.12EXIST SEWER EASEMENT (TYP)STA 237+33.76PROP SSMH 2-31 (60" DIA)N 520062.67E 1442787.63STA 226+40.85PROP SSMH 2-19 (60" DIA)N 519982.02E 1443779.63STA 227+46.38PROP SSMH 2-20 (60" DIA)N 519946.85E 1443680.13STA 231+32.27PROP SSMH 2-23 (60" DIA)N 519963.17E 1443315.97STA 232+63.15PROP SSMH 2-25 (60" DIA)N 519993.62E 1443205.11STA 233+68.06PROP SSMH 2-26 (60" DIA)N 520067.81E 1443130.94STA 234+86.42REMOVE/REPLACEEX SSMH 254913PROP SSMH 2-27 (48" DIA)N 520087.63E 1443014.25STA 235+32.44PROP SSMH 2-28 (60" DIA)N 520073.93E 1442970.32N70° 32' 06.72"E105.53'PERMANENTEASEMENT (TYP)25'N70° 32' 06.72"E105.53'S80° 18' 06.09"E116.12'N21° 35' 51.10"E29.79'S84° 09' 06.23"E239.98'S0° 27' 29.62"W19.31'S84° 16' 13.59"E111.57'S44° 59' 25.83"E104.91'S80° 21' 38.60"E118.36'N72° 40' 46.17"E46.02'S68° 25' 28.16"E69.17'12" C900 DR 25PVC SEWER PIPE (TYP)PERMANENT EASEMENT (TYP)EXISTING SEWEREASEMENT (TYP)STA 228+62.50PROP SSMH 2-21 (60" DIA)N 519966.41E 1443565.67STA 228+92.29PROP SSMH 2-22 (60" DIA)N 519938.72E 1443554.70EXIST 10" SS CONNECTTO PROP SSMH 2-21710EXIST 10" SS CONNECTTO PROP SSMH 2-2281020'NOTE 2NOTE 220'NOTE 4NOTE 4PERMANENT EASEMENT (TYP)12" C900 DR 25 PVC SEWER PIPE (TYP)N49° 16' 12.15"E56.93'20'NOTE 2NOTE 4NOTE 220'NOTE 2EXIST 10" SS CONNECTTO PROP SSMH 2-2791020'NOTE 4NOTE 220'NOTE 2STA 236+01.60PROP SSMH 2-29 (60" DIA)N 520099.36E 1442906.00STA 236+76.83PROP SSMH 2-30 (60" DIA)N 520099.82E 1442830.77MATCH LINE - STA 227+00FOR CONTINUATION SEE SHEET 7MATCH LINE - STA 237+00FOR CONTINUATION SEE SHEET 9635640645650655660665635640645650655660665233+00233+50234+00234+50235+00235+50236+00236+50237+0012" DIA, C900 PVC,L=75.23', S=1.16%630635640645650655660630635640645650655660227+00227+50228+00228+50229+00229+50230+00230+50231+00231+50232+00232+50233+00GRADE @ PROP. ALIGNMENT12" DIA, C900 PVC,L=104.91', S=1.43%12" DIA, C900 PVC, L=118.36', S=2.81%12" DIA, C900 PVC,L=46.02', S=2.89%12" DIA, C900 PVC,L=69.17', S=2.95%STA 234+86.42
REMOVE/REPLACE
EX SSMH 254913
PROP SSMH 2-27
RIM 661.08
(W) INV IN 648.05 (12")
(S) INV IN 648.02 (10")
(S) INV OUT 655.24 (10")
(E) INV OUT 647.85 (12")
STA 235+32.44
PROP SSMH 2-28 (60" DIA)
RIM 658.99
(W) INV IN 649.58 (12")
(E) INV OUT 649.38 (12")
STA 236+01.60
PROP SSMH 2-29 (60" DIA)
RIM 660.34
(W) INV IN 651.82 (12")
(E) INV OUT 651.62 (12")
STA 236+76.83
PROP SSMH 2-30 (60" DIA)
RIM 660.51
(SW) INV IN 652.89 (12")
(E) INV OUT 652.69 (12")
STA 233+68.06
PROP SSMH 2-26 (60" DIA)
RIM 657.13
(W) INV IN 644.53 (12")
(SE) INV OUT 644.33 (12")
STA 234+69.06
EX WL
STA 235+09.56
EX GASOUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-STA 227+46.38PROP SSMH 2-20 (60" DIA)RIM 642.53(W) INV IN 634.56 (12")(E) INV OUT 634.33 (12")STA 228+62.50PROP SSMH 2-21 (60" DIA)RIM 648.95(N) INV IN 643.02 (10")(S) INV IN 635.74 (12")(NE) INV IN 635.71 (10")(E) INV OUT 635.54 (12")STA 228+92.29PROP SSMH 2-22 (60" DIA)RIM 647.94(W) INV IN 636.11 (12")(N) INV OUT 636.31 (12")(S) INV OUT 640.39 (10")STA 229+10.29EX WL
STA 231+32.27
PROP SSMH 2-23 (60" DIA)
RIM 647.96
(N) INV IN 640.11 (12")
(E) INV OUT 639.91 (12")
STA 231+51.58
PROP SSMH 2-24 (60" DIA)
RIM 649.20
(W) INV IN 640.63 (12")
(S) INV OUT 640.43 (12")
STA 232+63.15
PROP SSMH 2-25 (60" DIA)
RIM 648.97
(NW) INV IN 642.83 (12")
(E) INV OUT 642.63 (12")12" DIA, C900 PVC, L=105.53', S=0.74%12" DIA, C900 PVC, L=116.12', S=0.84%12" DIA, C900 PVC, L=29.79', S=1.91%12" DIA, C900 PVC, L=239.98', S=1.58%12" DIA, C900 PVC, L=19.31', S=1.66%12" DIA, C900 PVC, L=111.57', S=1.79%12" DIA, C900 PVC, L=104.91', S=1.43%GRADE @ PROP. ALIGNMENTVERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/10/2021 4:00 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP17-PP21.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 227+00 TO STA 237+00 - PP44007838381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3C - SOUTHWEST BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.3.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX.REMOVE PIPE FROM STREAM BED.4.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.3/11/2021
645650655660665670675645650655660665670675237+00237+50238+00238+50239+00239+50240+00240+50241+00241+50242+00242+50243+00243+5012" DIA C900 PVC,L=30.35', S=1.25%12" DIA, C900 PVC, L=227.18', S=0.75%12" DIA, C900 PVC, L=117.87', S=0.75%GRADE @ PROP. ALIGNMENTSTA 242+44.45
EX GAS
STA 242+26.90
EX WL
STA 242+20.65
EX 24" RCP SD 12" DIA, C900 PVC,L=106.38', S=1.25%12" DIA, C900 PVC, L=53.13', S=0.75%10" DIA, L=172.99', S=2.61%STA 242+68.68
REMOVE/REPLACE
EX SSMH 254925
PROP SSMH 2-36
RIM 667.36
(NW) INV IN 662.87 (10")
(NW) INV IN 660.94 (10")
(SE) INV OUT 659.00 (12")
(S) INV OUT 660.82 (10")
STA 239+60.94
PROP SSMH 2-32 (60" DIA)
RIM 660.02
(W) INV IN 655.41 (12")
(SE) INV OUT 655.21 (12")
STA 237+33.76PROP SSMH 2-31 (60" DIA)RIM 660.00(NW) INV IN 653.50 (12")(NE) INV OUT 653.30 (12")
STA 240+78.81
PROP SSMH 2-33 (60" DIA)
RIM 661.50
(N) INV IN 656.49 (12")
(E) INV OUT 656.29 (12")
STA 241+31.94
PROP SSMH 2-34 (60" DIA)
RIM 663.66
(NE) INV IN 657.09 (12")
(S) INV OUT 656.89 (12")
EX SSMH 254920 (60" DIA)
RIM 661.05
(N) INV IN 656.31 (10")
(SE) INV OUT 651.96 (10")
STA 242+38.32
PROP SSMH 2-35 (60" DIA)
RIM 667.12
(SE) INV IN 662.05 (8")
(NW) INV IN 658.62 (12")
(SE) INV IN 660.37 (8")
(SW) INV OUT 658.42 (12")12" DIA, C900 PVC, L=56.93', S=0.72%OUTSIDE DROPMANHOLEC-SDSDSDSDSD SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDFOFOFOFOFOFOFOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWW W
WWWWW
W
WWWWWWWWWWFO
FOW W
W
GASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO FOUTUT
UTUTUTUTUTFOW WWSDWWWWWWGASGASGASGASGASGASGASGASSDSTANFIELD DRSENECA PLSENECA PLEEEEEEEEEEE
E
E
EEEEEEEEEEEE
E
E
E
E
EPEPEPEPEPEPEPE
PEPEPEPEPEPEPEPEPE PEPE
PEPEPEPEPEPEPEPEPEPEPELODLODLODLODLODLODLODEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE242+69236+00237+00
238+00239+00240+00241+00242+00B-213B-214B-2150+000+500+50
0+000+50EX SSMH-254912 (48" DIA)N 520070.06E 1442720.47EX SSMH-254920 (60" DIA)N 520188.66E 1442450.48STA 242+68.68REMOVE/REPLACEEX SSMH 254925PROP SSMH 2-36 (60" DIA)N 520354.05E 1442501.18EXIST 10" RCP SSSTA 237+33.76PROP SSMH 2-31 (60" DIA)N 520062.67E 1442787.6312" C900 DR 25 PVCSEWER PIPESTA 239+60.94PROP SSMH 2-32 (60" DIA)N 520193.40E 1442601.83STA 240+78.81PROP SSMH 2-33 (60" DIA)N 520194.21E 1442483.97STA 241+31.94PROP SSMH 2-34 (60" DIA)N 520247.03E 1442478.22STA 242+38.32PROP SSMH 2-35 (60" DIA)N 520340.79E 1442528.48S68° 25' 28.16"EPERMANENT EASEMENT (TYP)N49° 16' 12.15"E56.93'S54° 52' 13.61"E227.18'20'20'NOTE 220'PERMANENT EASEMENT (TYP)NOTE 2EXIST 10" SS CONNECTTO PROP SSMH 2-361210NOTE 2NOTE 5S89° 36' 17.79"E117.87'NOTE 2NOTE 4NOTE 510'10'10'20'S64° 05' 10.64"E30.35'S28° 11' 42.19"W106.38'S6° 12' 33.90"E53.13'EXIST 10" RCP SSEXIST 8" RCP SSEX SSMH 11098 (48" DIA)N 520268.71E 1442676.85EXIST 10" SS CONNECTTO PROP SSMH 2-361110EXIST 8" SS CONNECTTO PROP SSMH 2-351010STA 236+76.83PROP SSMH 2-30 (60" DIA)N 520099.82E 1442830.77CATCH BASIN INLETPROTECTION (TYP)E34MATCH LINE - STA 237+00FOR CONTINUATION SEE SHEET 8VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/10/2021 4:01 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP17-PP21.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 237+00 TO STA 242+96.31 - PP54007839381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3C - SOUTHWEST BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.3.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX.REMOVE PIPE FROM STREAM BED.4.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.5.REMOVE AND RELOCATE STRUCTURE OUTSIDE OF PERMANENT EASEMENT.6.SLOPE AT NEW MANHOLES WILL BE REVERSED FROM EXISTING PIPE SLOPE.NOTE 63/11/2021
625630635640645650655625630635640645650655-0+250+000+500+75585590595600605610615585590595600605610615-0+250+000+500+75605610615620625630635605610615620625630635-0+250+000+501+001+25600605610615620625630600605610615620625630-0+250+000+500+75625630635640645650655625630635640645650655-0+250+000+500+75635640645650655660665635640645650655660665-0+250+000+500+75620625630635640645650620625630635640645650-0+250+000+500+7510" DIA, L=190.91',S=10.19%10" DIA, L=208.29', S=9.50%GRADE @PROP. ALIGNMENTGRADE @PROP. ALIGNMENTSTA 0+00.00(222+73.32)
REMOVE/REPLACE
EX SSMH 20655
PROP SSMH 2-16
RIM 637.91
(W) INV IN 629.21 (16")
(S) INV IN 629.38 (10")
(N) INV IN 629.38 (10")
(E) INV OUT 629.01 (16")
STA 0+00.00(STA 200+70.38)PROP SSMH 2-2 (60" DIA)RIM 603.19(N) INV IN 590.75 (10")(N) INV IN 597.72 (10")(W) INV IN 590.25 (16")(SE) INV OUT 590.05 (16")OUTSIDE DROPMANHOLEC-EX SSMH 254879 (48" DIA)RIM 616.80(S) INV OUT 612.70 (10")STA 0+00.00(209+19.17)PROP SSMH 2-8 (60" DIA)RIM 615.13(N) INV IN 611.11 (10")(W) INV IN 602.77 (16")(NW) INV IN 603.27 (10")(S) INV OUT 602.57 (16")GRADE @PROP. ALIGNMENT10" DIA, L=27.47',S=5.80%10" DIA,L=54.38', S=0.88%10" DIA, C900 PVC,L=46.50', S=0.50%OUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-15" DIA, L=153.78',S=-7.93%STA 0+00.00(219+51.84)
PROP SSMH 2-14 (60" DIA)
RIM 638.42
(W) INV IN 625.60 (16")
(N) INV IN 625.50 (15")
(E) INV OUT 625.40 (16")
(N) INV OUT 627.80 (15")GRADE @PROP. ALIGNMENTGRADE @PROP. ALIGNMENTSTA 0+00.00(222+73.32)
REMOVE/REPLACE
EX SSMH 20655
PROP SSMH 2-16
RIM 637.91
(W) INV IN 629.21 (16")
(S) INV IN 629.38 (10")
(N) INV IN 629.38 (10")
(E) INV OUT 629.01 (16")GRADE @PROP. ALIGNMENT10" DIA, L=190.91',S=10.19%OUTSIDE DROPMANHOLEC-10" DIA, L=156.12',S=7.39%STA 0+00.00(228+62.50)
PROP SSMH 2-21 (60" DIA)
RIM 648.95
(N) INV IN 643.02 (10")
(S) INV IN 635.74 (12")
(NE) INV IN 635.71 (10")
(E) INV OUT 635.54 (12")GRADE @PROP. ALIGNMENTSTA 0+00.00(214+92.12)PROP SSMH 2-10 (60" DIA)RIM 623.58(NW) INV IN 612.06 (16")(SW) INV IN 612.36 (10")(SE) INV OUT 611.86 (16")EX SSMH-254898 (48" DIA)(TO BE DEMOLISHED)RIM 622.20(NW) INV IN 616.85 (10")(S) INV IN 615.00 (10")(SE) INV OUT 614.70 (10")STA 0+17.60PROP SSMH 2-11 (60" DIA)RIM 621.00(S) INV IN 612.71 (10")(NE) INV OUT 612.51 (10")10" DIA, L=17.60', S=0.85%STA 0+64.10
REMOVE/REPLACE
EX SSMH 254891
PROP SSMH 2-10A
RIM 619.91
(S) INV IN 615.50 (10")
(W) INV IN 616.25 (10")
(N) INV OUT 612.94 (10")
STA 0+08.35EX 10" RCP SS
645650655660665670675645650655660665670675-0+250+000+500+75625630635640645650655625630635640645650655-0+250+000+500+75635640645650655660665635640645650655660665-0+250+000+500+75655660665670675680685655660665670675680685-0+250+000+500+75650655660665670675680650655660665670675680-0+250+000+500+75STA 0+00.00(228+92.29)PROP SSMH 2-22 (60" DIA)RIM 647.94(W) INV IN 636.11 (12")(N) INV OUT 636.31 (12")(S) INV OUT 640.39 (10")EX SSMH 287921 (60" DIA)RIM 646.36(N) INV IN 638.68 (10")(SW) INV IN 637.92 (10")(E) INV OUT 637.48 (10")10" DIA, L=25.95', S=6.61%10" DIA, L=99.47', S=2.14%STA 0+15.52EX 54" RCP SDGRADE @PROP. ALIGNMENT10" DIA, L=151.12',S=5.22%STA 0+00.00(234+86.42)REMOVE/REPLACEEX SSMH 254913PROP SSMH 2-27RIM 661.08(W) INV IN 648.05 (12")(S) INV IN 648.02 (10")(S) INV OUT 655.24 (10")(E) INV OUT 647.85 (12")OUTSIDE DROPMANHOLEC-GRADE @PROP. ALIGNMENT8" DIA, L=164.95',S=0.20%STA 242+38.32PROP SSMH 2-35 (60" DIA)RIM 667.12(SE) INV IN 662.05 (8")(NW) INV IN 658.62 (12")(SE) INV IN 660.37 (8")(SW) INV OUT 658.42 (12")OUTSIDE DROPMANHOLEC-GRADE @PROP. ALIGNMENT10" DIA, L=172.99',S=2.61%STA 0+19.92
EX 24" RCP SD
STA 0+00.00(242+68.68)
REMOVE/REPLACE
EX SSMH 254925
PROP SSMH 2-36
RIM 667.36
(NW) INV IN 662.87 (10")
(NW) INV IN 660.94 (10")
(SE) INV OUT 659.00 (12")
(S) INV OUT 660.82 (10")GRADE @PROP. ALIGNMENT10" DIA, L=244.57',S=0.91%OUTSIDE DROPMANHOLEC-STA 0+00.00(242+68.68)
REMOVE/REPLACE
EX SSMH 254925
PROP SSMH 2-36
RIM 667.36
(NW) INV IN 662.87 (10")
(NW) INV IN 660.94 (10")
(SE) INV OUT 659.00 (12")
(S) INV OUT 660.82 (10")GRADE @PROP. ALIGNMENTPLOTTED: 3/3/2021 5:06 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP17-PP21.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILCOLLECTOR SEWERCONNECTION PROFILES - D140078310381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3C - SOUTHWEST BRANCHVERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'15EXIST 10" SEWER @ SSMH 2-226EXIST 10" SEWER @ SSMH 2-836NEW 10" SEWER @ SSMH 2-1047EXIST 15" SEWER @ SSMH 2-1457EXIST 10" SEWER @ SSMH 2-1678EXIST 10" SEWER @ SSMH 2-2167EXIST 10" SEWER @ SSMH 2-1688EXIST 10" SEWER @ SSMH 2-2298EXIST 10" SEWER @ SSMH 2-27109EXIST 8" SEWER @ SSMH 2-35119EXIST 10" SEWER @ SSMH 2-36129EXIST 10" SEWER @ SSMH 2-363/11/2021
590595600605610615620590595600605610615620299+25299+50300+00300+50301+00301+50302+00302+50303+00303+50304+00304+50305+00305+50306+00306+50307+00307+50308+00308+50309+0012" DIA, L=134.52', S=0.94%24" DIA C900 PVC,L=96.17', S=0.73%24" DIA, C900 PVC, L=128.98', S=0.72%24" DIA, C900 PVC, L=148.74', S=0.73%24" DIA C900 PVC,L=76.33', S=0.73%24" DIA, C900 PVC, L=117.62', S=0.73%24" DIA, DIP, L=121.77', S=0.73%24" DIA, C900 PVC, L=259.57', S=0.73%STA 300+29.73EX 15" RCP SD
STA 307+10.26
EX 36" RCP SD GRADE @ PROP. ALIGNMENT100 YEAR FLOODEL 614.85NOTE 3EX SSMH 284310 (48" DIA)RIM 611.49(W) INV IN 605.14 (12")(SE) INV OUT 604.89 (12")STA 300+96.17PROP SSMH 3-1 (60" DIA)WATERTIGHT RIM AND COVERRIM 611.63(W) INV IN 596.21 (24")(E) INV OUT 596.21 (24")STA 300+00.00 (54+33.69)PROP SSMH 1-22 (60" DIA)WATERTIGHT RIM AND COVERRIM 611.28(NW) INV IN 595.48 (24")(W) INV IN 595.51 (24")(SE) INV OUT 595.48 (24")
STA 303+73.89
PROP SSMH 3-3 (60" DIA)
WATERTIGHT RIM AND COVER
RIM 612.68
(N) INV IN 598.23 (24")
(SE) INV OUT 598.23 (24")
STA 304+50.22
PROP SSMH 3-4 (60" DIA)
WATERTIGHT RIM AND COVER
RIM 612.17
(W) INV IN 598.79 (24")
(S) INV OUT 598.79 (24")
STA 305+67.84
PROP SSMH 3-5 (60" DIA)
WATERTIGHT RIM AND COVER
RIM 613.82
(SW) INV IN 599.65 (24")
(E) INV OUT 599.65 (24")
STA 306+89.61
PROP SSMH 3-6 (60" DIA)
WATERTIGHT RIM AND COVER
RIM 615.33
(NW) INV IN 600.54 (24")
(NE) INV OUT 600.54 (24")
EX SSMH 203722 (48" DIA)RIM 612.45(NW) INV IN 606.59 (12")(E) INV OUT 606.40 (12")
STA 302+25.15
PROP SSMH 3-2 (60" DIA)
WATERTIGHT RIM AND COVER
RIM 612.79
(NW) INV IN 597.14 (24")
(E) INV OUT 597.14 (24")EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEEE
PEPEPEPE
PEPEPE PEPEPEPEPEPEPEPEPEPETCETCETCETCETCETCETCEPEPEPEPEPEPEPEPEPEPETCEPEPEPETCETCELODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPEPEPEPEPEPELODPEPE
PEPEPEPEPEPEPELODSDSDSDSDSDSDSDSD
SDSDSD SDSDSDSDSDSDSDBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTB
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB TB
TBWW
W W WWWWWWWWW
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W
W
W
W
W
W
W
W WWWWWWWWMOCKINGBIRD LNMOCKINGBIRD LNTERRENCE PLLONGWOOD DRLITTLE HOPE CREEKLAMONT DRLITTLE HOPE CREEKEX SSMH-286768 (48" DIA)N 520740.28E 1445754.98EX SSMH-203722 (48" DIA)N 520902.72E 1445417.08EX SSMH 203720 (48" DIA)N 521188.09E 1444941.97STA 300+96.17PROP SSMH 3-1 (60" DIA)N 520868.09E 1445558.90EX SSMH-203721 (60" DIA)N 521115.61E 1445118.41STA 302+25.15PROP SSMH 3-2 (60" DIA)N 520912.28E 1445437.72STA 303+73.89PROP SSMH 3-3 (60" DIA)N 521046.87E 1445374.43STA 304+50.22PROP SSMH 3-4 (60" DIA)N 521122.19E 1445362.05STA 305+67.84PROP SSMH 3-5 (60" DIA)N 521107.83E 1445245.31STA 306+89.61PROP SSMH 3-6 (60" DIA)N 520998.39E 1445191.9324" DIP SEWER PIPEEXIST 12" RCP SSEXIST 12" RCP SSEXIST 12" RCP SSEXIST 12" RCP SSSTREAM PUMPAROUNDB-EXISTING SEWEREASEMENT (TYP)EXIST 10" RCP SS24" C900 25 PVCSEEWER PIPESTREAM CROSSING(NOTE 2)NOTE 7NOTE 5S7° 16' 42.02"E420.36'10'NOTE 8S25° 11' 05.29"E148.74'24" C900 DR 25PVC SEWER PIPE (TYP)S9° 19' 55.64"E76.33'N82° 59
'
19
.31
"E117.62
'N26° 00' 03.55"E121.77'S64° 21' 11.82"E259.57'S46° 58' 13.36"E98.14'24" C900 DR 25PVC SEWER PIPE(INSTALLED IN PHASE II)STA 300+00.00 (STA 54+33.69)MH 1-22 (60" DIA)(INSTALL IN PHASE II)N 520851.34E 1445653.6024" C900 DR 25PVC SEWER PIPE(INSTALLED IN PHASE II)NOTE 3CATCH BASIN INLETPROTECTION (TYP)E-EX SSMH 203724 (48" DIA)N 520789.83E 1445600.22EXIST 12" RCP SS(TO BE DEMOLISHED,(SEE NOTE 4)PIPE CAP(TYP)G-ASPHALTREPLACEMENT (TYP)F-PERMANENTEASEMENT (TYP)CURB AND GUTTER(TYP)F-40'SILT FENCE(TYP)A-NOTE 5NOTE 640'40'STREAMCROSSING(NOTE 2)S64° 21' 11.82"E259.57'S79° 58' 14.05"E96.17'S69° 57' 50.46"E128.98'N26° 00' 03.55"E121.77'EXIST 12" RCP SSTO BE DEMOLISHEDEX SSMH-284310 (48" DIA)N 520861.53E 1445545.14B-17B-18B-300B-301B-303300+00301+00302+00303+00304+00305+00306+00
307+00308+00309+00310+00B-302MATCH LINE - ST
A

3
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9
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0
0
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1
2
CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3A - MIDDLE BRANCHVERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'GENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR CREEK/DITCH STABILIZATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.INSTALL TEMPORARY STUBOUT FROM MH 1-22 DURING PHASE II. TIE MIDDLE BRANCH IN DURINGPHASE III.4.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX.REMOVE PIPE FROM STREAM BED.5.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.6.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.7.REMOVE AND RELOCATE STRUCTURE OUTSIDE OF PERMANENT EASEMENT.PLOTTED: 3/3/2021 3:52 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP22-PP30.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 300+00 TO STA 309+00 - PP640078311381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/20213/11/2021
EEEEEEEEEEEEEEEEEE EE EE EE EE EEEE
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE EE EE EE
LODLODLODPE PE PEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPE
PEPEPEPEPEPELODPEPEPEPEPEPELODPELODBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBLITTLE HOPE CREEKSDSD
SD SD SD SD
SDSDSDSDBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TB TB TB TBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
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TERRENCE PL
BRADBURY DRLONGWOOD DRLAMONT DRSDEX SSMH 203720 (48" DIA)N 521188.09E 1444941.97EX SSMH-203719 (48" DIA)N 521207.76E 1444923.50STA 314+39.06REMOVE/REPLACEEX SSMH 205041PROP SSMH 3-11 (60" DIA)N 521461.75E 1444700.63STA 317+05.18REMOVE/REPLACEEX SSMH 203718PROP SSMH 3-12 (60" DIA)N 521661.73E 1444525.06EX
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S EX SSMH-203721 (60" DIA)N 521115.61E 1445118.41EXIST 10" RCP SSPERMANENTEASEMENT (TYP)EXISTING SEWEREASEMENT (TYP)STA 305+67.8424" DIP SEWER PIPEEXIST 12" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSSTA 309+49.18PROP SSMH 3-7 (60" DIA)N 521110.74E 1444957.93STA 313+79.79PROP SSMH 3-10 (60" DIA)N 521418.91E 1444659.6624" DIP SEWER PIPEREMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 24" C900DR 25 PVC SEWER PIPEREMOVE EXIST 10 " RCP SSAND REPLACE WITH NEW24" C900 DR 25 PVC SEWER PIPEREMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 24" C900DR 25 PVC SEWER PIPESILT FENCE(TYP)A-STREAM PUMPAROUNDB-CATCH BASININLET PROTECTION (TYP)E-STREAM CROSSING(NOTE 2)24" C900 25 PVCSEEWER PIPESTREAM CROSSING(NOTE 2)NOTE 7NOTE 5NOTE 4NOTE 4NOTE 418" RCP SDSTA 310+47.31PROP SSMH 3-8 (60" DIA)N 521177.70E 1444886.19S64° 21' 11.82"E259.57'S46° 58' 13.36"E98.14'S52° 53' 58.37"E82.58'S40° 00' 40.18"E249.90'S43° 43' 34.79"W59.28'S41° 16' 50.89"E266.12'S50° 59' 44.94"E192.46'SEE PP
8
/SHEET

1
2PERMANENTEASEMENT (TYP)SILT FENCE(TYP)NOTE 6NOTE 640'40'STREAMCROSSING(NOTE 2)S64° 21' 11.82"E259.57'STREAM PUMPAROUNDB-PIPE CAP(TYP OF 2)G-EXIST 10" RCP SS(TO BE DEMOLISHED, SEE NOTE 3)NOTE 4STA 311+29.89PROP SSMH 3-9 (60" DIA)N 521227.51E 1444820.33NOTE 535'CURB AND GUTTER(TYP)F-25'NOTE 630'30'SILT FENCE(TYP)A--EXIST 10" SS CONNECTTO PROP SSMH 3-81-NOTE 4NOTE 4EXIST 10" SS CONNECTTO PROP SSMH 3-112-TO PROP SSMH 3-1435'35'3-B-303B-304B-306308+00309+00310+00311+00312+00313+00314+00315+00316+00317+00318+000+000+
6
4
0+00 0+55B-302B-305MATCH LINE - STA 309+00FOR CONTINUATION SEE SHEET 11MATCH LINE - STA 318+50FOR CONTINUATION SEE SHEET 13595600605610615620625595600605610615620625309+00309+50310+00310+50311+00311+50312+00312+50313+00313+50314+00314+50315+00315+50316+00316+50317+00317+50318+00318+5010" DIA, L=266.58', S=0.27%10" DIA, L=192.07', S=0.24%24" DIA, C900 PVCL=192.46', S=0.52%24" DIA, C900 PVC, L=259.57', S=0.73%24" DIA, C900 PVC, L=249.90', S=0.73%24" DIA, DIP, L=59.28', S=0.73%24" DIA, C900 PVC, L=266.12', S=0.52%24" DIA, C900 PVC,L=82.58', S=0.74%GRADE @PROP. ALIGNMENT100 YEAR FLOODEL 617.92OUTSIDE DROPMANHOLEC-STA 314+24.08
EX 15" RCP SD24" DIA, C900 PVC,L=98.14', S=0.72%OUTSIDE DROPMANHOLEC-MH VENTELEV = 619.05STA 317+05.18
REMOVE/REPLACE
EX SSMH 203718
PROP SSMH 3-12
WATERTIGHT RIM AND COVER
RIM 619.67
(NW) INV IN 607.38 (24")
(SE) INV OUT 607.38 (24")
STA 314+39.06
REMOVE/REPLACE
EX SSMH 205041
PROP SSMH 3-11
WATERTIGHT RIM AND COVER
RIM 619.99
(NW) INV IN 606.00 (24")
(E) INV IN 610.57 (10")
(E) INV IN 607.16 (10")
(SW) INV OUT 606.00 (24")
STA 313+79.79
PROP SSMH 3-10 (60" DIA)
WATERTIGHT RIM AND COVER
RIM 619.22
(NE) INV IN 605.57 (24")
(SE) INV OUT 605.57 (24")
STA 310+47.31PROP SSMH 3-8 (60" DIA)WATERTIGHT RIM AND COVERRIM 617.49(SW) INV IN 609.20 (10")(SW) INV IN 604.31 (10")(NW) INV IN 603.14 (24")(SE) INV OUT 603.14 (24")STA 309+49.18PROP SSMH 3-7 (60" DIA)WATERTIGHT RIM AND COVERRIM 617.05(NW) INV IN 602.43 (24")(SE) INV OUT 602.43 (24")STA 311+29.89PROP SSMH 3-9 (60" DIA)RIM 617.56(NW) INV IN 603.75 (24")
(SE) INV OUT 603.75 (24")CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3A - MIDDLE BRANCHVERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 3:53 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP22-PP30.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 309+00 TO STA 318+50 - PP740078312381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021GENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR CREEK/DITCH STABILIZATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX.REMOVE PIPE FROM STREAM BED.4.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.5.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.6.REMOVE AND RELOCATE STRUCTURE OUTSIDE OF PERMANENT EASEMENT.3/11/2021
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LOD
LODLODLODLODLODLODLODLODSD
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SD
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BRADBURY DRSDSDSDSDSDSDSDSD
SD
SD
SD STA 320+69.01REMOVE/REPLACEEX SSMH 203715PROP SSMH 3-15 (60" DIA)N 521934.39E 1444382.61STA 318+97.64REMOVE/REPLACEEX SSMH 469596PROP SSMH 3-13 (60" DIA)N 521782.86E 1444375.50EX SSMH 469595DEMOLISH AND DISPOSEN 521918.16E 1444416.73(SEE NOTE X)STA 322+32.38REMOVE/REPLACEEX SSMH 469593PROP SSMH 3-16 (60" DIA)N 522087.14E 1444440.53STA 323+80.10REMOVE/REPLACEEX SSMH 205984PROP SSMH 3-17 (60" DIA)N 522224.61E 1444494.62STA 325+99.93REMOVE/REPLACEEX SSMH 205983PROP SSMH 3-18 (60" DIA)N 522439.63E 1444540.35STA 327+41.13REMOVE/REPLACEEX SSMH 254990PROP SSMH 3-19 (60" DIA)N 522533.22E 1444434.63STA 328+90.42REMOVE/REPLACEEX SSMH 520544PROP SSMH 3-20 (60" DIA)N 522661.78E 1444358.73E 1444306.04EXIST
10
"
RCP
SS16" C900 DR 25PVC SEWER PIPE(TYP)EXIST 10" RCP SSREMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 24" C900DR 25 PVC SEWER PIPEREMOVE EXIST 10 " RCP SSAND REPLACE WITH NEW24" C900 DR 25 PVC SEWER PIPEREMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 24" C900DR 25 PVC SEWER PIPEREMOVE EXIST 10" RCP SSAND REPLACE WITH NEW24"DIP SEWER PIPER
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1
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"

R
C
P
T
O

B
E

D
E
M
O
L
I
S
H
E
D
(
N
O
T
E

3
)S13° 10' 17.76"W143.11'S64° 28' 10.84"E28.26'S20° 45' 56.77"W163.36'S21° 28' 46.56"W147.73'S12° 00' 20.41"W219.83'S48° 28' 57.98"E141.20'S50° 59' 44.94"E192.46'S50° 59' 44.94"E192.46'24" C900 DR 25 PVC SEWER PIPES30°
33
'
21
.81
"E149.29
'S30° 33' 21.81"E149.29'NOTE 6 EX SSMH-520558 (48" DIA)N 521802.27E 1444353.0230'SILT FENCE(TYP)A-CURB AND GUTTER(TYP)F-18" DIA C900 DR 25PVC SEE NOTE 7ASPHALT REPLACEMENT(TYP)F-10'NOTE 610'NOTE 5PERMANENTEASEMENT (TYP)35'
10'
10'PI
P
E

C
A
P
(T
Y
P
)
G
-EXIST 10" SS CONNECTTO PROP SSMH 3-154-EXIST 10" SS CONNECTTO PROP SSMH 3-14EXIST SEWEREASEMENT (TYP)EXIST 10" SS CONNECTTO PROP SSMH 3-185-REMOVE EXIST 10" RCPSS AND REPLACE WITHNEW 24" DIP SEWER PIPEEX SSMH 469597DEMOLISH AND DISPOSEN 521897.00E 1444402.22(SEE NOTE X)TEMP BORE PIT(10'X10', LOCATION)STA 320+40.75PROP SSMH 3-14 (60" DIA)N 521922.21E 1444408.11TEMP BORE PIT(12'X30', LOCATION)3-36" STEEL ENCASEMENTG-TEMP BORE PIT(12'X30', APPROX. LOCATION)TEMP BORE PIT(10'X10', APPROX.LOCATION)EXIST 10" RCP SS(TO BE DEMOLISHED)36" STEEL ENCASEMENTG-10" C900 DR 25 PVC SEWER(SEE SHEET D4)TEMP BORE PIT(12'X20', APPROX.LOCATION)TEMP BORE PIT(10'X10', APPROX.LOCATION)REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW16" DIP SEWER PIPE30" STEEL ENCASEMENTG-B-306B-307B-308B-309B-310B-4000+500+000+75 0+00317+00 318+00 319+00320+00321+00322+00323+00324+00325+003
2
6
+
0
0
3
2
7
+
0
0
328+003
2
9
+
0
00+640+000+53
0+00MATCH LINE - STA 318+50FOR CONTINUATION SEE SHEET 12MATCH LINE - STA 328+00FOR CONTINUATION SEE SHEET 14605610615620625630635605610615620625630635318+50319+00319+50320+00320+50321+00321+50322+00322+50323+00323+50324+00324+50325+00325+50326+00326+50327+00327+50328+0010" DIA, L=163.36', S=0.31%10" DIA, L=147.71', S=1.37%10" DIA, L=219.90', S=1.19%10" DIA, L=141.20', S=0.40%10" DIA, L=149.29', S=0.50%16" DIA, C900 PVC, L=149.29', S=0.71%24" DIA, C900 PVC, L=219.83', S=1.54%24" DIA, C900 PVC, L=147.73', S=1.54%24" DIA, DIP, L=163.36', S=1.18%24" DIA, C900 PVC, L=143.11', S=0.55%10" DIA, L=192.07', S=0.24%10" DIA, L=117.22', S=0.06%24" DIA, C900 PVC, L=192.46', S=0.52%10" DIA, L=28.26', S=0.18%10" DIA, L=25.66', S=-0.66%STA 321+28.84EX 15" RCP SD
STA 322+12.49
EX 60"X120" CULVERT
STA 324+77.97
EX 15" RCP SDGRADE @ PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-STA 326+13.58
EX WL100 YEARFLOODEL 622.28MH VENTELEV = 624.36STA 320+12.04EX 15" RCP SDSTA 320+21.12EX WLSTA 320+54.25EX 60"x120" CULVERT36" STEEL ENCASEMENTG-36" STEEL ENCASEMENTG-STA 323+80.10
REMOVE/REPLACE
EX SSMH 205984
PROP SSMH 3-17
RIM 626.13
(N) INV IN 613.54 (24")
(S) INV OUT 613.54 (24")
STA 322+32.38
REMOVE/REPLACE
EX SSMH 469593
PROP SSMH 3-16
WATERTIGHT RIM AND COVER
RIM 623.29
(N) INV IN 611.26 (24")
(S) INV OUT 611.26 (24")
STA 325+99.93
REMOVE/REPLACE
EX SSMH 205983
PROP SSMH 3-18
RIM 634.73
(NW) INV IN 617.59 (16")
(E) INV IN 620.19 (10")
(NE) INV IN 618.09 (10")
(S) INV OUT 616.92 (24")
STA 318+97.64REMOVE/REPLACEEX SSMH 469596PROP SSMH 3-13WATERTIGHT RIM AND COVERRIM 621.83(N) INV IN 608.38 (24")(SE) INV OUT 608.38 (24")
EX DROP INLET
(E) INV IN 629.65 (15")
(S) INV OUT 629.65 (15")
EX SSMH-469597 (48" DIA)(TO BE DEMOLISHED)RIM 622.79(NE) INV IN 611.83 (10")(S) INV OUT 611.58 (10")EX SSMH-469595 (48" DIA)(TO BE DEMOLISHED)RIM 622.94(SE) INV IN 612.06 (10")(NW) INV IN 611.82 (10")(SW) INV OUT 611.66 (10")STA 320+69.01REMOVE/REPLACEEX SSMH 203715PROP SSMH 3-15WATERTIGHT RIM AND COVERRIM 622.11(NW) INV IN 609.82 (18")(N) INV IN 609.33 (24")(S) INV IN 612.13 (10")(S) INV IN 610.50 (10")
(SE) INV OUT 609.33 (24")
STA 320+40.75PROP SSMH 3-14 (60" DIA)WATERTIGHT RIM AND COVERRIM 622.67(NW) INV IN 609.17 (24")(SE) INV IN 610.34 (10")(SE) INV IN 611.35 (10")(S) INV OUT 609.17 (24")
STA 327+41.13
REMOVE/REPLACE
EX SSMH 254990
PROP SSMH 3-19
RIM 628.19
(NW) INV IN 618.78 (16")
(SE) INV OUT 618.58 (16")
(SEE NOTE 7)OUTSIDE DROPMANHOLEC-24" DIA, DIP, L=163.36', S=1.18%W/ 30 LF OF 36" STEEL CASING(INSTALLED BY TRENCHLESS METHODS)16" DIA, C900 PVC, L=141.20', S=0.70%W/ 66 LF OF 30" STEEL CASING(INSTALLED BY TRENCHLESS METHODS)24" DIA, DIP, L=28.26', S=0.57%W/ 20 LF OF 36" STEEL CASING(INSTALLED BY TRENCHLESS METHODS)VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 3:54 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP22-PP30.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 318+50 TO STA 328+00 - PP840078313381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3A - MIDDLE BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR CREEK/DITCH STABILIZATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX.REMOVE PIPE FROM STREAM BED.4.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.5.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.6.REMOVE AND RELOCATE STRUCTURE OUTSIDE OF PERMANENT EASEMENT.7. REFER TO PP15 FOR CONTINUATION OF CARGILL BRANCH.3/11/2021
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEPEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
E
E
E EEEEE
E
E
E EEEEEEEEEEEEEEPEEEEEEEEEEEEE
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETCETCETCEP
E
P
E
P
E
P
EPEP
E
P
E
P
E
P
E
P
E
PEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPE
PETCE
TCE
LODLODLODLODSDSDS
D
S
D
S
D
SDSD
SDSDSDSDSDSD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TBTBTBTBTBTBTBTBTBTBTBTB
TB
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TBBBBBSDWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWKURT CT
E
WOOD
L
AWN
RDSR
3
8
1
4
CHARLOTTE WOODS
DRCHARLOTTE WOODS DRLALEX LN
E WOOD
L
AWN
RD
SR

3
8
1
4 REMOVE/REPLACEEX SSMH 205983PROP SSMH 3-18 (60" DIA)STA 327+41.13REMOVE/REPLACEEX SSMH 254990PROP SSMH 3-19 (60" DIA)N 522533.22E 1444434.63STA 328+90.42REMOVE/REPLACEEX SSMH 520544PROP SSMH 3-20 (60" DIA)N 522661.78E 1444358.73STA 330+49.64PROP SSMH 3-21 (60" DIA)N 522774.72E 1444246.50STA 330+74.66PROP SSMH 3-22 (60" DIA)N 522799.68E 1444248.34EX SSMH-254991 (48" DIA)N 522750.31E 1444306.04STA 332+36.77PROP SSMH 3-23 (60" DIA)N 522878.23E 1444106.54STA 333+73.95PROP SSMH 3-24 (60" DIA)N 522930.71E 1443979.80STA 336+66.02PROP SSMH 3-26 (60" DIA)N 523019.87E 1443791.58EX SSMH 254993 (48" DIA)N 522895.63E 1444043.42EX SSMH-254994 (48" DIA)N 522952.76E 1443858.55EX SSMH 254998 (48" DIA)N 523149.56E 1443557.16EXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SS16" C900 DR 25 PVCSEWER PIPE (TYP)16" DIP SEWER PIPE16" C900 DR 25PVC SEWER PIPE(TYP)PERMANENTEASEMENT (TYP)EXISTING SEWEREASEMENT (TYP)STA 334+93.95PROP SSMH 3-25 (60" DIA)N 523049.25E 1443961.13REMOVE EXIST 10 " RCPSS AND REPLACE WITHNEW 16" C900 DR 25PVC SEWER PIPESILT FENCE(TYP)A-STEEL ENCASEMENTG-CATCH BASININLET PROTECTION (TYP)E-NOTE 6EXISTING 10" RCPTO BE DEMOLISHED(NOTE 3)15" RCP SDS48° 28' 57.98"E141.20'S30° 33' 21.81"E149.29'S30° 33' 21.81"E149.29'10'NOTE 610'NOTE 535'10'10'PIPE CAP(TYP)G-40'STA 332+43.53REMOVE/REPLACEEX SSMH 254993BPROP SSMH 3-23A (60" DIA)N 522810.67E 1444071.263
0
'40'16" C900 DR 25 PVCSEWER PIPE (TYP)EXIST 8" RCP SSN27° 34' 33.55"E76.22'TEMP BORE PIT(12'X30', APPROXLOCATION)TEMP BORE PIT(12'X20', APPROXLOCATION)30'40'S44° 49' 08.81"E159.21'S61° 00' 48.72"E162.11'S67° 30' 31.50"E137.17'S8° 57' 06.80"E120.00'N80° 10' 12.20"E172.08'S56° 59' 23.57"E251.13'EX SSMH-254998A (48" DIA)N 523179.25E 1443657.55EXIST 10" RCP SSS56° 59' 23.57"E251.13'S73° 22' 03.94"W24.87'NOTE 540'EXIST 8" SS CONNECTTO PROP SSMH 3-206-EXIST 10" RCP SSTO BE DEMOLISHEDNEW 8" SS CONNECTTO PROP SSMH 3-237-16" C900 DR 25 PVCSEWER PIPE (TYP)EXIST 10" SS CONNECTTO PROP SSMH 3-27EXIST 8" RCP SS(TO BE DEMOLISHED,SEE NOTE 3)5'STREAM PUMPAROUNDB-STREAM CROSSING(NOTE 2)EX SSMH-254993A (48" DIA)N 522885.16E 1444038.8120'5'5'TEMPORARYCONSTRUCTIONEASEMENT(TYP)TEMP BORE PIT(10'X10', APPROX.LOCATION)REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW16" DIP SEWER PIPE30" STEEL ENCASEMENTG-B-310B-311B-312B-313B-314326+00327+00328+00329+00330+00331+00332+00333+00334+003
3
5
+
0
0
3
3
6
+
0
0
337+00338+00339+000
+
8
0
0
+
0
00+760+000+53 0+00MATCH LINE - STA 328+00FOR CONTINUATION SEE SHEET 13
MATCH LINE - STA 338+00FOR CONTINUATION SEE SHEET 15615620625630635640645615620625630635640645328+00328+50329+00329+50330+00330+50331+00331+50332+00332+50333+00333+50334+00334+50335+00335+50336+00336+50337+00337+50338+0010" DIA, L=300.14', S=0.67%10" DIA, L=359.95', S=0.67%16" DIA, C900 PVC, L=251.13', S=0.40%16" DIA, C900 PVC, L=172.08', S=0.40%16" DIA, DIP, L=120.00', S=0.40%16" DIA, C900 PVC, L=137.17', S=0.63%16" DIA, C900 PVC, L=25.03', S=0.70%16" DIA, C900 PVC, L=159.21', S=0.70%10" DIA, L=103.02', S=1.48%10" DIA, L=149.29', S=0.50%16" DIA, C900 PVC, L=149.29', S=0.71%STA 334+00.01
EX 18" RCP SDGRADE @ PROP. ALIGNMENTSTA 334+31.83
EX WL
STA 334+64.42
EX WLOUTSIDE DROPMANHOLEC-16" DIA, C900 PVC, L=162.11', S=0.63%30" STEEL ENCASEMENTG-STA 336+66.02
PROP SSMH 3-26 (60" DIA)
RIM 641.11
(NW) INV IN 625.58 (16")
(E) INV OUT 625.38 (16")
STA 334+93.95
PROP SSMH 3-25 (60" DIA)
RIM 640.64
(W) INV IN 624.69 (16")
(S) INV OUT 624.49 (16")
STA 333+73.95
PROP SSMH 3-24 (60" DIA)
RIM 637.27
(N) INV IN 624.01 (16")
(E) INV OUT 623.81 (16")
STA 332+36.77
PROP SSMH 3-23 (60" DIA)
RIM 632.51
(W) INV IN 622.95 (16")
(SW) INV IN 623.40 (8")
(SE) INV OUT 622.75 (16")
STA 330+74.66
PROP SSMH 3-22 (60" DIA)
RIM 631.69
(NW) INV IN 621.73 (16")
(S) INV OUT 621.53 (16")
STA 330+49.64PROP SSMH 3-21 (60" DIA)RIM 630.33(N) INV IN 621.35 (16")(SE) INV OUT 621.15 (16")STA 328+90.42REMOVE/REPLACEEX SSMH 520544PROP SSMH 3-20RIM 628.50(E) INV IN 622.76 (8")(E) INV IN 620.49 (8")(NW) INV IN 620.04 (16")(SE) INV OUT 619.84 (16")EX SSMH 254991 (48" DIA)RIM 628.43(NW) INV IN 623.99 (10")(SE) INV OUT 623.94 (10")16" DIA, DIP, L=120.00', S=0.40%W/ 94 LF OF 30" STEEL CASING(INSTALLED BY TRENCHLESS METHODS)VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 3:56 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP22-PP30.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 328+00 TO STA 338+00 - PP940078314381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3A - MIDDLE BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR CREEK/DITCH STABILIZATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX.REMOVE PIPE FROM STREAM BED.4.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.5.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.6.REMOVE AND RELOCATE STRUCTURE OUTSIDE OF PERMANENT EASEMENT.3/11/2021
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE
EEEEEEEEEEEEEEEEEEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPESD SD SD
SDSDBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
B
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
B
BB BBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BB BBBBBBBBBBBBBBBBBBBBBBBBBBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TB TB
TBTB TBTBTBTB TBTB TB TB
TB
TB
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB
TB
TB TB TBTBTBTBTBTBTBTBTBTBTBTB TBTBTBTBTBTBTBT
B
TBTBTBTBTBTBTBTB TBTBTB TB TB
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
BB BB W WWWWWCHARLOTTE WOODS DR CHARLOTTE WOODS DRSTA 336+66.02PROP SSMH 3-26 (60" DIA)N 523019.87E 1443791.58EX SSMH 254998 (48" DIA)N 523149.56E 1443557.16EX SSMH-255000 (48" DIA)N 523298.00E 1443438.37EX SSMH-255007 (48" DIA)N 523516.67E 1443353.97STA 341+13.01PROP SSMH 3-28 (60" DIA)N 523307.70E 1443456.26STA 346+29.73PROP SSMH 3-30 (60" DIA)N 523740.01E 1443186.99EX SSMH-255016 (48" DIA)N 523727.27E 1443172.34EX SSMH 255028 (48" DIA)N 524048.66E 1443088.69STA 349+56.23PROP SSMH 3-31 (60" DIA)N 524056.63E 1443107.29EXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSS14° 07' 48.40"E326.50'S39° 33' 12.39"E195.86'16" C900 DR 25 PVCPERMANENT EASEMENT (TYP)EXISTING SEWER EASEMENT (TYP)PERMANENTEASEMENT (TYP)EXISTING SEWEREASEMENT (TYP)SILT FENCE(TYP)A-S56° 59' 23.57"E251.13'EX SSMH-254998A (48" DIA)N 523179.25E 1443657.55EXIST 10" RCP SSS56° 59' 23.57"E251.13'STA 339+17.15PROP SSMH 3-27 (60" DIA)N 523156.68E 1443580.99S73° 22' 03.94"W24.87'NOTE 540'40'NOTE 540'NOTE 5STA 343+51.63PROP SSMH 3-29 (60" DIA)N 523529.82E 1443369.0940'STREAM PUMPAROUNDB-STREAM CROSSING(NOTE 2)PIPE CAP(TYP)G-S21° 25' 39.70"E238.62'16" C900 DR 25 PVC SEWER PIPE (TYP)S40° 54' 16.34"E278.09'EXIST 10" RCP SS(TO BE DEMOLISHED,SEE NOTE 3)S14° 07' 48.40"E326.50'40'EXIST 10" RCP SS16" C900 DR 25 PVCSEWER PIPE (TYP)EXIST 10" SS CONNECTTO PROP SSMH 3-278-EXIST 6" SS CONNECTTO PROP SSMH 3-299-EXIST 10" SS CONNECTTO PROP SSMH 3-3010-B-314B-315B-316B-317337+00338+00339+00340+00341+00342+00343+00344+00345+00346+00347+00348+00349+000+80 0+00
0+000+660+000+67MATCH LINE - STA 338+00FOR CONTINUATION SEE SHEET 14MAT
C
H

L
I
N
E

-

S
T
A

3
4
8
+
0
0
FOR

C
O
N
T
I
N
U
A
T
I
O
N

S
E
E

S
H
E
E
T

1
6 620625630635640645650620625630635640645650338+00338+50339+00339+50340+00340+50341+00341+50342+00342+50343+00343+50344+00344+50345+00345+50346+00346+50347+00347+50348+0010" DIA, L=278.11', S=0.66%16" DIA, C900 PVC, L=278.09', S=0.52%10" DIA, L=234.39', S=0.56%10" DIA, L=332.10', S=0.53%16" DIA, C900 PVC, L=326.50', S=0.40%16" DIA, C900 PVC, L=238.62', S=0.40%10" DIA, L=190.11', S=0.52%10" DIA, L=359.95', S=0.67%16" DIA, C900 PVC, L=195.86', S=0.40%16" DIA, C900 PVC, L=251.13', S=0.40%GRADE @ PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-EX SSMH 255000 (48" DIA)
RIM 635.06
(N) INV IN 629.86 (10")
(SE) INV OUT 629.80 (10")
STA 346+29.73
PROP SSMH 3-30 (60" DIA)
RIM 642.58
(N) INV IN 630.56 (16")
(NE) INV IN 636.20 (10")
(NE) INV IN 630.86 (10")
(SE) INV OUT 630.36 (16")
EX SSMH 254998 (48" DIA)RIM 634.16(NW) INV IN 628.82 (10")(E) INV IN 629.50 (10")(SE) INV OUT 628.74 (10")
STA 341+13.01
PROP SSMH 3-28 (60" DIA)
RIM 638.15
(N) INV IN 627.76 (16")
(SE) INV OUT 627.56 (16")
STA 339+17.15PROP SSMH 3-27 (60" DIA)RIM 636.97(E) INV IN 630.51 (10")(NW) INV IN 626.78 (16")(E) INV IN 627.08 (10")(SE) INV OUT 626.58 (16")
STA 343+51.63
PROP SSMH 3-29 (60" DIA)
RIM 640.90
(NE) INV IN 632.51 (6")
(NW) INV IN 628.91 (16")
(NE) INV IN 629.54 (6")
(S) INV OUT 628.71 (16")
EX SSMH 255007 (48" DIA)
RIM 637.84
(NW) INV IN 631.31 (10")
(NE) INV IN 632.11 (6")
(S) INV OUT 631.18 (10")
EX SSMH 255016 (48" DIA)
RIM 639.92
(N) INV IN 633.22 (10")
(NE) INV IN 636.10 (10")
(SE) INV OUT 633.15 (10")CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3A - MIDDLE BRANCHVERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 3:57 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP22-PP30.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 338+00 TO STA 348+00 - PP1040078315381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021GENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR CREEK/DITCH STABILIZATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX.REMOVE PIPE FROM STREAM BED.4.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.5.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.6.REMOVE AND RELOCATE STRUCTURE OUTSIDE OF PERMANENT EASEMENT.3/11/2021
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE EE EEEEEEEEEE
EE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPESDSDS
D
SD
SD
SDSDSDSDBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BB BB BB BBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TB TBTBTBTBTBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB
TB
TB TBSTA 346+29.73PROP SSMH 3-30 (60" DIA)EX SSMH-255016 (48" DIA)EX SSMH 255028 (48" DIA)N 524048.66E 1443088.69STA 0+93.11PROP SSMH 3-33A (60" DIA)N 524128.95E 1442874.72EX SSMH 255032 (48" DIA)N 524175.94E 1443009.47EX SSMH 255037DEMOLISH AND DISPOSEN 524346.46E 1442902.80(SEE NOTE X)STA 349+56.23PROP SSMH 3-31 (60" DIA)N 524056.63E 1443107.29STA 351+75.32PROP SSMH 3-32 (60" DIA)N 524242.67E 1442991.57STA 358+47.99PROP SSMH 3-35 (60" DIA)N 524755.46E 1442739.04EX SSMH 255043 (48" DIA)N 524591.36E 1442735.62EX SSMH 205674 (48" DIA)N 524844.76E 1442769.19STA 352+59.03PROP SSMH 3-33 (60" DIA)N 524213.85E 1442912.98EXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSS26° 54' 35.74"E117.00'S5° 53' 06.71"W171.02'S27° 16' 03.52"E417.94'16" DIP SEWER PIPES14° 07' 48.40"E326.50'EXIST 10" RCP SSSTA 0+31.32PROP SSMH 3-35A (60" DIA)N 524778.36E 1442760.40PERMANENTEASEMENT (TYP)EXISTING SEWEREASEMENT (TYP)SILT FENCE(TYP)A-STREAM PUMPAROUNDSTREAM CROSSING(NOTE 2)10
"

S
S

C
O
N
N
E
C
T

T
O
P
R
O
P

S
S
M
H

3
-
3
5
14
-S14° 07' 48.40"E326.50'40'EXIST 10" RCP SSS31° 52' 50.74"E219.09'N69° 51' 44.03"E83.71'PIPE CAP(TYP )G-EXISTING 10" RCP TOBE DEMOLISHED (NOTE 3)30'EXISTING 10" RCP TOBE DEMOLISHED(NOTE 3)STREAM PUMPAROUNDB-STREAM CROSSING(NOTE 2)EX SSMH 255043A (48" DIA)N 524539.87E 1442614.78STA 356+76.97PROP SSMH 3-34 (60" DIA)N 524585.34E 1442721.5040
'
40
'
30'16" C900 DR 25PVC SEWER PIPE (TYP)C
U
R
B

A
N
D

G
U
T
T
E
R
(T
Y
P
)
F
-NEW 8" SS CONNECTTO PROP SSMH 3-3211-30'EXISTING 10" RCP TOBE DEMOLISHED (NOTE 3)EXIST 10" SS CONNECTTO PROP SSMH 3-3413-EXIST 10" RCP SS16" C900 DR 25 PVC SEWER PIPE (TYP)EXIST 8" RCP SS TO BEDEMOLISHED (NOTE 3)B-STREAM PUMPAROUNDB-STREAM CROSSING(NOTE 2)8" SS CONNECTTO PROP SSMH 3-3312-N24° 15' 19.00"E93.11'S25° 24' 10.16"E152.06'STA 1+52.06PROP SSMH 3-32A (60" DIA)N 524380.03E 1442926.34EXISTING 8" RCP TOBE DEMOLISHED (NOTE 3)EX SSMH-UNK (48" DIA)N 524485.62E 1443000.5216" C900 DR 25 PVCSEWER PIPE (TYP)8" C900 DR 25 PVCSEWER PIPE (TYP)B-318B-319B-320B-321347+00348+00349+00350+00351+00352+00
353+00354+00355+00356+00357+00358+00359+001+010+00
1+000+00
1+00 1+160+001+001+391+830+001+00MATCH LINE - STA 348+00FOR CONTINUATION SEE SHEET 15
M
A
T
C
H

L
I
N
E

-

S
T
A

3
5
8
+
0
0
F
O
R

C
O
N
T
I
N
U
A
T
I
O
N

S
E
E

S
H
E
E
T

1
7 630635640645650655660630635640645650655660348+00348+50349+00349+50350+00350+50351+00351+50352+00352+50353+00353+50354+00354+50355+00355+50356+00356+50357+00357+50358+0010" DIA, L=296.52', S=1.54%10" DIA, L=188.64', S=0.38%16" DIA, C900 PVC, L=171.02', S=1.42%16" DIA, C900 PVC, L=417.94', S=1.47%16" DIA, DIP, L=83.71', S=0.40%16" DIA, C900 PVC, L=326.50', S=0.40%10" DIA, L=149.92', S=0.51%10" DIA, L=332.10', S=0.53%GRADE @ PROP. ALIGNMENT16" DIA, C900 PVC, L=219.09', S=0.49%OUTSIDE DROPMANHOLEC-10" DIA, L=201.14', S=0.40%EX SSMH 255043 (48" DIA)
RIM 650.22
(N) INV IN 642.93 (10")
(SW) INV IN 643.71 (10")
(SE) INV OUT 642.59 (10")
STA 352+59.03
PROP SSMH 3-33 (60" DIA)
RIM 645.09
(NW) INV IN 633.87 (16")
(SW) INV IN 634.34 (8")
(E) INV OUT 633.67 (16")
STA 351+75.32
PROP SSMH 3-32 (60" DIA)
RIM 646.23
(W) INV IN 633.34 (16")
(NW) INV IN 633.81 (8")
(SE) INV OUT 633.14 (16")
STA 349+56.23PROP SSMH 3-31 (60" DIA)RIM 643.76(NW) INV IN 632.07 (16")(S) INV OUT 631.87 (16")EX SSMH 255028 (48" DIA)RIM 640.92(NW) INV IN 635.35 (10")(S) INV OUT 634.99 (10")
STA 356+76.97
PROP SSMH 3-34 (60" DIA)
RIM 652.84
(SW) INV IN 644.50 (10")
(N) INV IN 640.20 (16")
(SW) INV IN 640.50 (10")
(SE) INV OUT 640.00 (16")
EX SSMH 255032 (48" DIA)
RIM 642.55
(NW) INV IN 637.10 (10")
(W) INV IN 636.15 (8")
(SE) INV OUT 636.12 (10")
EX SSMH-255037 (48" DIA)
(TO BE DEMOLISHED)
RIM 642.90
(NE) INV IN 638.95 (8")
(NW) INV IN 638.01 (10")
(SE) INV OUT 637.90 (10")VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 3:58 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP22-PP30.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 348+00 TO STA 358+00 - PP1140078316381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3A - MIDDLE BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR CREEK/DITCH STABILIZATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX.REMOVE PIPE FROM STREAM BED.4.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.5.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.6.REMOVE AND RELOCATE STRUCTURE OUTSIDE OF PERMANENT EASEMENT.3/11/2021
640645650655660665670640645650655660665670358+00358+50359+00359+50360+00360+50361+00361+50362+00362+50363+00363+50364+00364+50365+00365+50366+00366+50367+00367+50368+00368+50369+0010" DIA, L=278.09', S=1.34%16" DIA, C900 PVC, L=259.25', S=1.60%16" DIA, C900 PVC, L=157.90', S=1.33%16" DIA, DIP, L=62.31', S=1.32%16" DIA, C900 PVC, L=117.00', S=2.25%16" DIA, C900 PVC, L=119.85', S=0.40%16" DIA, C900 PVC, L=187.02', S=0.40%STA 362+02.67
EX 15" RCP SD
GRADE @PROP. ALIGNMENT16" DIA, C900 PVC, L=171.02', S=1.42%16" DIA, C900 PVC, L=149.54', S=1.33%OUTSIDE DROPMANHOLEC-16" DIA, C900 PVC,L=58.51', S=1.60%STA 360+27.30PROP SSMH 3-37 (60" DIA)RIM 655.78(W) INV IN 646.70 (16")(S) INV OUT 646.50 (16")STA 359+64.99PROP SSMH 3-36 (60" DIA)RIM 656.53(W) INV IN 646.25 (10")(N) INV IN 645.67 (16")(SE) INV OUT 645.47 (16")STA 358+47.99PROP SSMH 3-35 (60" DIA)RIM 653.21(NW) INV IN 642.83 (16")(NE) INV IN 643.13 (10")(S) INV OUT 642.63 (16")
STA 363+34.75
PROP SSMH 3-39 (60" DIA)
RIM 662.47
(SW) INV IN 651.18 (16")
(N) INV IN 653.46 (6")
(N) INV IN 651.82 (6")
(E) INV OUT 650.99 (16")
STA 363+93.21
PROP SSMH 3-40 (60" DIA)
RIM 662.88
(SW) INV IN 652.32 (16")
(NE) INV OUT 652.12 (16")
STA 366+52.46
PROP SSMH 3-41 (60" DIA)
RIM 666.18
(W) INV IN 656.67 (16")
(SE) INV IN 656.97 (10")
(NE) INV OUT 656.47 (16")
STA 367+72.31
PROP SSMH 3-42 (60" DIA)
RIM 667.56
(N) INV IN 657.35 (16")
(E) INV OUT 657.15 (16")
STA 361+85.21PROP SSMH 3-38 (60" DIA)
RIM 664.51
(W) INV IN 649.00 (16")
(E) INV OUT 648.80 (16")EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
EE
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EEEEEEEEEEEEEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E EEEEEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E EEEE
EE
EE PEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPE
PEPEP
E
P
E
P
E
P
E
P
E
P
E
P
E
PEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPELODLODPEPELODLODSDSDSD
SD
SD
SDSDSDBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
B
B
B
BB BB
B
B
B
B
B
B
B
B
B
B
BB
BB
BB
BBBBBBBB
BB
BBBBB
B
BB
BBBBBBB
B
BB B
B
B
B
B
B
B
B
BB
BB
B
B
BB
BB
BBBBB
B
BB BB
BB
BB
B
B
BBBBBBB
B
BBBBBBBBBBBBTBBBBBBBBBB
B
B
BBBBBBBBBB
B
B
B BBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT
BTBTBTBTBTBTBTB
TB
T
B
T
B
T
B
T
B
TB
TB
T
B
T
B
T
B
T
B
T
B
TB
TB
TB
TBTBTBTB
TB
TBT
B
T
B
TBTBTB
T
B
T
B
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB
TB
TB
T
B
T
B
TB
TB
T
B
TB
TB
T
B
T
B
TBTB
TB
T
B
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T
B
TBTB
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B
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BB
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BBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTBW
W
W
W
W
W
W
WWWWWWFALLS CREEK LN FALLS CREEK LNMANHASSET RDSTA 358+47.99PROP SSMH 3-35 (60" DIA)N 524755.46E 1442739.04EX SSMH-205675 (60" DIA)N 524882.01E 1442563.97STA 363+34.75REMOVE/REPLACEEX SSMH 255051PROP SSMH 3-39 (60" DIA)N 524994.82E 1442379.57EX SSMH 255043 (48" DIA)N 524591.36E 1442735.62EX SSMH 205674 (48" DIA)N 524844.76E 1442769.19EX SSMH 255045 (60" DIA)N 524792.28E 1442187.34EX SSMH 255048 (60" DIA)N 524698.99E 1442046.51STA 369+59.34REMOVE/REPLACEEX SSMH 240675PROP SSMH 3-43 (60" DIA)N 524928.62E 1441986.06EXIST 10" RCP SSEXIST 10" RCP SSE
X
I
S
T

8
"

R
C
P

S
S S26° 54' 35.74"E117.00'S5° 53' 06.71"W171.02'S70° 30' 15.73"E157.90'16" DIP SEWER PIPEEXIST 10" RCP SSSTA 360+27.30PROP SSMH 3-37 (60" DIA)N 524921.37E 1442676.51STA 0+31.32PROP SSMH 3-35A (60" DIA)N 524778.36E 1442760.40EXIST 10" RCP SSEXIST 10" RCP SSSTA 361+85.21PROP SSMH 3-38 (60" DIA)N 524974.06E 1442527.66STA 363+93.21PROP SSMH 3-40 (60" DIA)N 524969.07E 1442327.03EXIST 10" RCP SSSTA 366+52.46PROP SSMH 3-41 (60" DIA)N 524780.72E 1442148.90PERMANENT EASEMENT (TYP)EXISTING SEWER EASEMENT (TYP)STA 359+64.99PROP SSMH 3-36 (60" DIA)N 524859.79E 1442686.08SILT FENCE(TYP)A-STREAM PUMPAROUNDB-SILT FENCE(TYP)STREAM CROSSING(NOTE 2)16" C900 DR 25 PVC SEWER PIPE (TYP)10" SS CONNECT TOPROP SSMH 3-3514-NOTE 6NOTE 7CURB AND GUTTER(TYP)F-40'40'30'16" C900 DR 25PVC SEWER PIPE (TYP)S8° 49' 57.56"E62.31'CURB AND GUTTER(TYP)F-ASPHALTREPLACEMENTF-30'S82° 01' 13.04"E149.54'STREAM CROSSING(NOTE 2)STREAM PUMPAROUND(TYP OF 2)B-EXIST 10" RCP SS(TO BE DEMOLISHED,SEE NOTE 3)N63° 53' 05.43"E58.51'N
4
3
°

2
4
'

0
8
.
5
3
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2
5
9
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2
5
'STA 0+11.80PROP SSMH 3-41A (60" DIA)N 524770.87E 1442155.40EXIST 8" RCP SS25'N33° 25' 42.76"W11.80'30'N74° 02' 09.98"E119.85'REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 16"C900 DR 25 PVC SEWER PIPEEXIST 8" SS CONNECTTO PROP SSMH 3-43S14° 44' 50.60"E187.02'S14° 44' 50.60"E187.02'EXIST 10" SS CONNECTTO PROP SSMH 3-3413-16" C900 DR 25 PVC SEWER PIPE (TYP)30'NOTE 4EXIST 10" SS CONNECTTO PROP SSMH 3-3615-EXIST 6" SS CONNECTTO PROP SSMH 3-3916-NEW 10" SS CONNECTTO PROP SSMH 3-4117-STA 367+72.31PROP SSMH 3-42 (60" DIA)N 524747.75E 1442033.67NOTE 425'B-322B-323B-324B-325B-326357+00358+00359+00360+00361+00362+00363+003
6
4
+
0
0
3
6
5
+
0
0
3
6
6
+
0
0
367+00368+00369+00370+001+01 0+001+00
0
+
5
9
0
+
0
0
0+75
0+00
0+001
+
0
0
1
+
4
21+240+001+00VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 3:59 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP22-PP30.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 358+00 TO STA 369+00 - PP1240078317381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021MATCH LINE - STA 358+00FOR CONTINUATION SEE SHEET 16MATCH L
INE

-
STA
369+00FOR CONT
INUAT
ION
SEE
SHEET
18GENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFER TO DETAIL A/SHEET XX FORCREEK/DITCH STABILIZATION. ANTI-SEEP COLLARS SHALL BE INSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX. REMOVE PIPE FROM STREAM BED.4.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.5.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORT AS NEEDED.6.REMOVE AND RELOCATE STRUCTURE OUTSIDE OF PERMANENT EASEMENT.7.REMOVE EXISTING RCP SS AS REQUIRED TO INSTALL NEW SS LINE. PROVIDE PIPE CAP (DETAIL G, SHEET XX) AT END OFABANDONED PIPING.CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3A - MIDDLE BRANCH3/11/2021
EEEEEEEEEEEEEE EE EE EE EEEEEEEEEEEEEE EE EE EE
EE EE EE EE
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EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEPEPEPEPEPELODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPEPEPEPEPEPETCETCETCETCETCEEEEEEEEEEEEEEEEEEES
D
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SD
SDSDSDBBTBTBTBTBBBBBBBBBTBTBSDSDSDTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBSD
SD
SD
WWWWWWWWW W W W WWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W W W
W
MANHASSET RD
MURRAYHILL RDMANHASSET RDSDSDSDSTA 369+59.34REMOVE/REPLACEEX SSMH 240675PROP SSMH 3-43 (60" DIA)N 524928.62E 1441986.06STA 371+44.46REMOVE/REPLACEEX SSMH 240676PROP SSMH 3-44 (60" DIA)N 524963.89E 1441804.33EX SSMH 520285 (48" DIA)N 525025.81E 1441431.11STA 375+39.67REMOVE/REPLACEEX SSMH 240686PROP SSMH 3-45 (60" DIA)N 525086.91E 1441428.75REMOVE EXIST 8" RCP SS ANDREPLACE WITH NEW 16"C900 DR 25 PVC SEWER PIPES79° 00' 55.29"E185.12'EXIST 8" RCP SSEXIST 8" RCP SS
EXIST 8" RCP SS STA 366+52.46PROP SSMH 3-41 (60" DIA)SILT FENCE(TYP)A-CATCH BASININLET PROTECTION (TYP)E-16" C900 DR 25 PVC SEWER PIPE (TYP)NOTE 6NOTE5CURB AND GUTTER(TYP)F-EXIST 8" SS CONNECTTO PROP SSMH 3-4419-EXIST 8" SS CONNECTTO PROP SSMH 3-4520-EXIST 8" RCP SS25'N74° 02' 09.98"E119.85'REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 16"C900 DR 25 PVC SEWER PIPEEXIST 8" SS CONNECTTO PROP SSMH 3-43ASPHALTREPLACEMENTF-S14° 44' 50.60"E187.02'S14° 44' 50.60"E187.02'S71° 51' 51.59"E395.21'STA 376+07.09PROP SSMH 3-46 (60" DIA)N 525108.04E 1441364.73STA 367+72.31PROP SSMH 3-42 (60" DIA)N 524747.75E 1442033.67NOTE 425'18-S71° 43' 56.60"E67.42'16" C900 DR 25PVC SEWER PIPE (TYP)REMOVE EXIST 10" RCPSS AND REPLACE WITHNEW 16" C900 DR 25 PVCSEWER PIPEEXIST 8" SS CONNECTTO PROP SSMH 3-4521-16" C900 DR 25 PVCSEWER PIPE (TYP)S83° 46' 03.37"E308.01'16" C900 DR 25 PVCSEWER PIPE (TYP)TEMPORARYCONSTRUCTIONEASEMENT (TYP)PERMANENTEASEMENT (TYP)TEMPORARYCONSTRUCTIONEASEMENT (TYP)5'15'B-326B-327B-328368+00369+00370+00371+00372+00373+00374+00375+00376+00377+000+59 0+00
0+68
0+001+42
0+58
0+000+61655660665670675680685655660665670675680685369+00369+50370+00370+50371+00371+50372+00372+50373+00373+50374+00374+50375+00375+50376+00376+50377+008" DIA, L=395.21', S=0.62%16" DIA, C900 PVC, L=185.12', S=0.40%16" DIA, C900 PVC, L=187.02', S=0.40%10" DIA, L=185.12', S=0.97%STA 375+91.30
EX 15" RCP SDGRADE @ PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-16" DIA, C900 PVC, L=395.21', S=0.40%16" DIA, C900 PVC, L=67.42', S=0.40%STA 374+52.87
EX 15" RCP SD
STA 372+51.56
EX 15" RCP SD
STA 375+34.55
EX WL
STA 375+50.00
EX WLOUTSIDE DROPMANHOLEC-16" DIA, C900 PVC, L=308.01', S=0.40%STA 371+44.46
REMOVE/REPLACE
EX SSMH 240676
PROP SSMH 3-44
RIM 677.65
(NE) INV IN 659.90 (8")
(N) INV IN 665.99 (8")
(W) INV IN 659.23 (16")
(E) INV OUT 659.03 (16")
STA 375+39.67
REMOVE/REPLACE
EX SSMH 240686
PROP SSMH 3-45
RIM 677.20
(NE) INV IN 661.48 (8")
(S) INV IN 661.48 (8")
(S) INV IN 668.20 (8")
(W) INV IN 661.01 (16")
(NE) INV IN 668.09 (8")
(E) INV OUT 660.81 (16")
STA 369+59.34REMOVE/REPLACEEX SSMH 240675PROP SSMH 3-43RIM 678.49(NE) INV IN 664.30 (8")(W) INV IN 658.29 (16")(NE) INV IN 658.96 (8")(S) INV OUT 658.09 (16")
STA 376+07.09
PROP SSMH 3-46 (60" DIA)
RIM 675.39
(W) INV IN 661.48 (16")
(E) INV OUT 661.28 (16")VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 4:01 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP22-PP30.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 369+00 TO STA 377+00 - PP1340078318381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3A - MIDDLE BRANCHMATCH LINE - STA 369+00FOR CONTINUATION SEE SHEET 17MATCH LINE - STA 377+00FOR CONTINUATION SEE SHEET 19GENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR CREEK/DITCH STABILIZATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.INSTALL TEMPORARY STUBOUT FROM MH 1-22 DURING PHASE II. TIE MIDDLE BRANCH IN DURINGPHASE III.4.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX.REMOVE PIPE FROM STREAM BED.5.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.6.REMOVE AND RELOCATE STRUCTURE OUTSIDE OF PERMANENT EASEMENT.PERMANENT EASEMENT (TYP)EXISTING SEWEREASEMENT (TYP)3/11/2021
660665670675680685690660665670675680685690377+00377+50378+00378+50379+00379+50380+00380+50381+00381+5010" DIA, L=153.03', S=1.32%GRADE @PROP. ALIGNMENT8" DIA, L=245.68', S=0.25%OUTSIDE DROPMANHOLEC-STA 379+06.42
EX 48" RCP SD
STA 377+58.52
EX 15" RCP SD
16" D
IA
,
C900
PVC
,
L=153
.03
'
,
S=4
.44%
STA 379+22.41
EX 15" RCP SD16" DIA, C900 PVC, L=308.01', S=0.40%STA 378+91.83
EX WL
STA 380+68.12
REMOVE/REPLACE
EX SSMH 240702
PROP SSMH 3-48
RIM 676.20
(E) INV IN 671.61 (10")
(NW) INV IN 670.21 (10")
(S) INV OUT 669.71 (16")
STA 379+15.09
PROP SSMH 3-47 (60" DIA)
RIM 675.93
(S) INV IN 663.22 (10")
(N) INV IN 662.92 (16")
(S) INV OUT 669.04 (10")
(E) INV OUT 662.72 (16")EEEEEEEEEEEEEEEEEEPEPEPEPEPETCETCETCETCETCELODLODLODLODEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEELODLODLODLODSDSDSDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWWWWWWWWWMANHASSET RDKENLOUGH RDEX SSMH-15239 (48" DIA)N 525120.80E 1441035.56EX SSMH-240688 (48" DIA)N 525117.48E 1441057.24STA 380+68.12PROP SSMH 3-48 (60" DIA)N 525294.28E 1441066.88EXIST 10" RCP SSREMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 16"C900 DR 25 PVC SEWER PIPEEXIST 10" RCP SSS3° 07' 15.06"W153.03'EXISTING SEWEREASEMENT (TYP)EXIST 10" SS CONNECTTO PROP SSMH 3-4722-CONCRETE DRIVEREPAIRASPHALTREPLACEMENTCURB AND GUTTER(TYP)F-CATCH BASININLET PROTECTION (TYP)S83° 46' 03.37"E308.01'16" C900 DR 25PVC SEWER PIPE (TYP)E-E-16" C900 DR 25 PVCSEWER PIPE (TYP)PERMANENTEASEMENT (TYP)TEMPORARYCONSTRUCTIONEASEMENT (TYP)F-STA 379+15.09PROP SSMH 3-47 (60" DIA)N 525141.48E 1441058.5515'5'B-329380+68377+00378+00379+00380+00B-3300+000+24VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 4:02 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP22-PP30.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 377+00 TO STA 380+68.12 - PP1440078319381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3A - MIDDLE BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG PROPOSED SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR CREEK/DITCH STABILIZATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.INSTALL TEMPORARY STUBOUT FROM MH 1-22 DURING PHASE II. TIE MIDDLE BRANCH IN DURINGPHASE III.4.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS PER PIPE CAP DETAIL G, SHEET XX.REMOVE PIPE FROM STREAM BED.5.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.6.REMOVE AND RELOCATE STRUCTURE OUTSIDE OF PERMANENT EASEMENT.MATCH LINE - STA 377+00FOR CONTINUATION SEE SHEET 18
3/11/2021
600605610615620625630600605610615620625630-0+250+000+501+00605610615620625630635605610615620625630635-0+250+000+501+00600605610615620625630600605610615620625630-0+250+000+501+00615620625630635640645615620625630635640645-0+250+000+501+00605610615620625630635605610615620625630635-0+250+000+501+0010" D
IA
,

L=
1
60
.
7
7
'
,
S=
7
.
4
3%10" DIA, L=135.39', S=0.20%1
0
"
D
IA
,

L
=
2
2
4
.
3
2
'
,
S
=
8
.
3
9%GRADE @PROP. ALIGNMENT10" DIA, L=201.54', S=1.81%10" DIA, L=314.45', S=5.42%OUTSIDE DROPMANHOLEC-GRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-GRADE @PROP. ALIGNMENTGRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-GRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-STA 0+00.00(310+47.31)PROP SSMH 3-8 (60" DIA)WATERTIGHT RIM AND COVERRIM 617.49(SW) INV IN 609.20 (10")(SW) INV IN 604.31 (10")(NW) INV IN 603.14 (24")(SE) INV OUT 603.14 (24")STA 0+00.00(314+39.06)PROP SSMH 3-11 (60" DIA)WATERTIGHT RIM AND COVERRIM 619.99(NW) INV IN 606.00 (24")(E) INV IN 610.57 (10")(E) INV IN 607.16 (10")(SW) INV OUT 606.00 (24")
STA 0+00.00(320+69.01)
REMOVE/REPLACE
EX SSMH 203715
PROP SSMH 3-15
RIM 622.11
(NW) INV IN 609.82 (18")
(N) INV IN 609.33 (24")
(S) INV IN 612.13 (10")
(S) INV IN 610.50 (10")
(SE) INV OUT 609.33 (24")
STA 0+00.00(325+99.93)
REMOVE/REPLACE
EX SSMH 205983
PROP SSMH 3-18
RIM 634.73
(NW) INV IN 617.59 (16")
(E) INV IN 620.19 (10")
(NE) INV IN 618.09 (10")
(S) INV OUT 616.92 (24")
EX SSMH-469595 (48" DIA)
(TO BE DEMOLISHED)
RIM 622.94
(SE) INV IN 612.06 (10")
(NW) INV IN 611.82 (10")
(SW) INV OUT 611.66 (10")
STA 320+40.75PROP SSMH 3-14 (60" DIA)RIM 622.67(NW) INV IN 609.17 (24")(SE) INV IN 610.34 (10")(SE) INV IN 611.35 (10")
(S) INV OUT 609.17 (24")10" DIA, C900 PVC, L=11.49', S=8.96%625630635640645650655625630635640645650655-0+250+000+501+00620625630635640645650620625630635640645650-0+250+000+501+00625630635640645650655625630635640645650655-0+250+000+501+00635640645650655660665635640645650655660665-0+250+000+501+001+50630635640645650655660630635640645650655660-0+250+000+501+001+502+00630635640645650655660630635640645650655660-0+250+000+501+001+5010" DIA, L=79.82', S=1.89%6" DIA, L=66.08', S=2.00%10" DIA, L=66.55', S=0.53%10" D
IA
,
L=116
.01
'
,
S=4
.11%OUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-GRADE @PROP. ALIGNMENTGRADE @PROP. ALIGNMENTGRADE @PROP. ALIGNMENTGRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-GRADE @PROP. ALIGNMENT8" DIA, C900 PVC, L=93.11', S=1.00%GRADE @PROP. ALIGNMENT8" DIA, C900 PVC, L=152.06', S=2.81%8" DIA, L=129.04', S=6.34%STA 0+00.00(339+17.15)PROP SSMH 3-27 (60" DIA)RIM 636.97(E) INV IN 630.51 (10")(NW) INV IN 626.78 (16")(E) INV IN 627.08 (10")(SE) INV OUT 626.58 (16")EX SSMH 254998A (48" DIA)RIM 639.97(W) INV OUT 632.02 (10")STA 0+00.00(343+51.63)PROP SSMH 3-29 (60" DIA)RIM 640.90(NE) INV IN 632.51 (6")(NW) INV IN 628.91 (16")(NE) INV IN 629.54 (6")(S) INV OUT 628.71 (16")STA 0+00.00(346+29.73)PROP SSMH 3-30 (60" DIA)RIM 642.58(N) INV IN 630.56 (16")(NE) INV IN 636.20 (10")(NE) INV IN 630.86 (10")
(SE) INV OUT 630.36 (16")
STA 0+00.00(356+76.97)
PROP SSMH 3-34 (60" DIA)
RIM 652.84
(SW) INV IN 644.50 (10")
(N) INV IN 640.20 (16")
(SW) INV IN 640.50 (10")
(SE) INV OUT 640.00 (16")
EX SSMH 255043A (48" DIA)
RIM 661.51
(N) INV IN 650.21 (10")
(SW) INV IN 649.51 (10")
(S) INV IN 649.73 (10")
(NE) INV OUT 649.27 (10")
STA 0+00.00(352+59.03)
PROP SSMH 3-33 (60" DIA)
RIM 645.09
(NW) INV IN 633.87 (16")
(SW) INV IN 634.34 (8")
(E) INV OUT 633.67 (16")
STA 0+93.11
REMOVE/REPLACE
EX SSMH 255025
PROP SSMH 3-33A
RIM 647.48
(SW) INV IN 645.08 (8")
(SW) INV IN 635.47 (8")
(NE) INV OUT 635.27 (8")
STA 0+00.00(351+75.32)
PROP SSMH 3-32 (60" DIA)
RIM 646.23
(W) INV IN 633.34 (16")
(NW) INV IN 633.81 (8")
(SE) INV OUT 633.14 (16")
STA 1+52.06
PROP SSMH 3-32A (60" DIA)
RIM 643.95
(NE) INV IN 641.70 (8")
(NE) INV IN 638.28 (8")
(SE) INV OUT 638.08 (8")8" DIA, L=189.46', S=1.00%OUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-615620625630635640645615620625630635640645-0+250+000+501+00615620625630635640645615620625630635640645-0+500+000+500+75GRADE @PROP. ALIGNMENT8" DIA,L=35.00', S=1.00%GRADE @PROP. ALIGNMENTAPARTMENT BUILDING
8" DIA, DIP,L=76.22', S=4.16%OUTSIDE DROPMANHOLEC-STA 0+00.00(332+36.77)
PROP SSMH 3-23 (60" DIA)
RIM 632.51
(W) INV IN 622.95 (16")
(SW) INV IN 623.40 (8")
(SE) INV OUT 622.75 (16")
STA 332+43.53
PROP SSMH 3-23A (60" DIA)
RIM 638.83
(NE) INV OUT 626.57 (8")
STA 0+00.00(328+90.42)
REMOVE/REPLACE
EX SSMH 520544
PROP SSMH 3-20
RIM 628.50
(E) INV IN 622.76 (8")
(E) INV IN 620.49 (8")
(NW) INV IN 620.04 (16")
(SE) INV OUT 619.84 (16")VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 4:03 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP22-PP30.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILCOLLECTOR SEWERCONNECTION PROFILES - D240078320381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3A - MIDDLE BRANCH1-EXIST 10" SEWER @ SSMH 3-83-EXIST 10" SEWER @ SSMH 3-142-EXIST 10" SEWER @ SSMH 3-114-EXIST 10" SEWER @ SSMH 3-155-EXIST 10" SEWER @ SSMH 3-186-EXIST 8" SEWER @ SSMH 3-207-NEW 8" SEWER @ SSMH 3-238-EXIST 10" SEWER @ SSMH 3-279-EXIST 6" SEWER @ SSMH 3-2910-EXIST 10" SEWER @ SSMH 3-3011-NEW 8" SEWER @ SSMH3-3212-8" SEWER @ SSMH 3-3313-EXIST 10" SEWER @ SSMH 3-343/11/2021
640645650655660665670640645650655660665670-0+250+000+501+001+50650655660665670675680650655660665670675680-0+250+000+501+001+501+75650655660665670675680650655660665670675680-0+250+000+501+00640645650655660665670640645650655660665670-0+250+000+501+001+501+7510" DIA, C900 PVC, L=31.32', S=1.02%GRADE @PROP. ALIGNMENT10" DIA, L=66.98', S=0.50%10" DIA, L=124.12', S=2.72%GRADE @PROP. ALIGNMENT6" DIA, L=206.10',S=0.09%OUTSIDE DROPMANHOLEC-GRADE @PROP. ALIGNMENTGRADE @PROP. ALIGNMENT10" DIA, L=130.48', S=1.28%10" DIA, C900 PVC, L=11.80', S=2.12%STA 0+31.32PROP SSMH 3-35A (60" DIA)RIM 652.52(N) INV IN 643.65 (10")(SW) INV OUT 643.45 (10")STA 0+00.00(358+47.99)PROP SSMH 3-35 (60" DIA)RIM 653.21(NW) INV IN 642.83 (16")(NE) INV IN 643.13 (10")(S) INV OUT 642.63 (16")EX SSMH 205674 (48" DIA)RIM 653.97(N) INV IN 644.63 (10")(W) INV IN 644.08 (10")(S) INV OUT 643.98 (10")EX SSMH 205675 (60" DIA)RIM 659.08(NW) INV IN 649.78 (10")(W) INV IN 650.08 (6")(E) INV OUT 649.63 (10")STA 0+00.00(359+64.99)PROP SSMH 3-36 (60" DIA)RIM 656.53(W) INV IN 646.25 (10")(N) INV IN 645.67 (16")(SE) INV OUT 645.47 (16")
STA 0+00.00(363+34.75)
PROP SSMH 3-39 (60" DIA)
RIM 662.47
(SW) INV IN 651.18 (16")
(N) INV IN 653.46 (6")
(N) INV IN 651.82 (6")
(E) INV OUT 650.99 (16")
STA 0+00.00(0+11.80)
PROP SSMH 3-41A (60" DIA)
RIM 663.42
(SW) INV IN 657.42 (10")
(NW) INV OUT 657.22 (10")
EX SSMH 255048 (60" DIA)
RIM 665.07
(SW) INV IN 659.54 (8")
(N) INV IN 659.13 (10")
(NE) INV OUT 659.08 (10")
STA 0+00.00(366+52.46)
PROP SSMH 3-41 (60" DIA)
RIM 666.18
(W) INV IN 656.67 (16")
(SE) INV IN 656.97 (10")
(NE) INV OUT 656.47 (16")660665670675680685690660665670675680685690-0+250+000+500+75660665670675680685690660665670675680685690-0+250+000+501+00660665670675680685690660665670675680685690-0+250+000+500+758" DIA, L=322.48', S=8.34%GRADE @PROP. ALIGNMENTSTA 0+44.18EX 15" RCP SD8" DIA, L=61.14', S=0.61%GRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-GRADE @PROP. ALIGNMENT10" DIA, L=24.03', S=-1.00%STA 0+00.00(375+39.67)REMOVE/REPLACEEX SSMH 240686PROP SSMH 3-45RIM 677.20(NE) INV IN 661.48 (8")(S) INV IN 661.48 (8")(S) INV IN 668.20 (8")(W) INV IN 661.01 (16")(NE) INV IN 668.09 (8")(E) INV OUT 660.81 (16")STA 0+00.00(375+39.67)REMOVE/REPLACEEX SSMH 240686PROP SSMH 3-45RIM 677.20(NE) INV IN 661.48 (8")(S) INV IN 661.48 (8")(S) INV IN 668.20 (8")(W) INV IN 661.01 (16")(NE) INV IN 668.09 (8")(E) INV OUT 660.81 (16")EX SSMH 520285 (48" DIA)RIM 675.61(N) INV OUT 668.57 (8")STA 0+00.00(379+15.09)PROP SSMH 3-47 (60" DIA)RIM 675.93(S) INV IN 663.22 (10")(N) INV IN 662.92 (16")(S) INV OUT 669.04 (10")(E) INV OUT 662.72 (16")
EX SSMH 240688 (48" DIA)
RIM 676.63
(N) INV IN 669.28 (10")
(W) INV IN 669.14 (10")655660665670675680685655660665670675680685-0+250+000+500+75655660665670675680685655660665670675680685-0+250+000+500+758" DIA, L=247.14',S=3.22%8"
D
IA
,
L=222
.75
'
,
S=6
.24%GRADE @PROP. ALIGNMENTGRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-STA 0+18.02
EX WL
STA 0+00.00(369+59.34)
REMOVE/REPLACE
EX SSMH 240675
PROP SSMH 3-43
RIM 678.49
(NE) INV IN 664.30 (8")
(W) INV IN 658.29 (16")
(NE) INV IN 658.96 (8")
(S) INV OUT 658.09 (16")
STA 0+00.00(371+44.46)
PROP SSMH 3-44 (60" DIA)
RIM 677.65
(NE) INV IN 659.90 (8")
(N) INV IN 665.99 (8")
(W) INV IN 659.23 (16")
(E) INV OUT 659.03 (16")VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 4:04 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP22-PP30.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILCOLLECTOR SEWERCONNECTION PROFILES - D340078321381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3A - MIDDLE BRANCH14-10" SEWER @ SSMH 3-3515-EXIST 10" SEWER @ SSMH 3-3616-EXIST 6" SEWER @ SSMH 3-3917-NEW 10" SEWER @ SSMH 3-4118-EXIST 8" SEWER @ SSMH 3-4319-EXIST 8" SEWER @ SSMH 3-4420-EXIST 8" SEWER @ SSMH 3-4521-EXIST 8" SEWER @ SSMH 3-4522-EXIST 10" SEWER @ SSMH 3-473/11/2021
605610615620625630635605610615620625630635399+75400+00400+50401+00401+50402+00402+50403+00403+50404+00404+50405+00405+50406+00406+50407+00407+50408+00408+50409+00409+50410+0018" DIA, C900 PVC, L=157.59', S=0.60%18" DIA, C900 PVC,L=80.76', S=1.03%18" DIA, C900 PVC, L=137.88', S=1.03%18" DIA, C900 PVC, L=381.39', S=0.74%18" DIA, C900 PVC, L=64.51', S=0.60%10" DIA, L=64.51', S=-0.25%10" DIA, L=381.39', S=0.85%10" DIA, L=118.34', S=0.62%10" DIA, L=157.59', S=0.79%STA 401+15.61EX BOX CULVERT
STA 404+34.62
EX 24" RCP SDGRADE @ PROP. ALIGNMENT30" STEELENCASEMENTOUTSIDE DROPMANHOLEG-C-STA 406+07.45
EX WL
STA 404+73.27
EX WL
STA 400+24.95EX WL 100 YEAR FLOODEL 623.0818" DIA, C900 PVC, L=46.24', S=1.04%OUTSIDE DROPMANHOLEC-10" DIA, L=214.64', S=0.81%18" DIA, C900 PVC, L=214.64', S=0.60%10" DIA, L=34.67', S=0.86%STA 407+10.78
REMOVE/REPLACE
EX SSMH 203725
PROP SSMH 4-5
RIM 626.73
(W) INV IN 615.77 (18")
(N) INV OUT 615.77 (18")
STA 404+45.90
REMOVE/REPLACE
EX SSMH 195024
PROP SSMH 4-2
RIM 625.59
(N) INV IN 613.71 (10")
(N) INV IN 617.59 (10")
(W) INV IN 613.04 (18")
(E) INV OUT 613.04 (18")
STA 320+69.01REMOVE/REPLACEEX SSMH 203715PROP SSMH 3-15 (SEE PP8/SHEET 12)WATERTIGHT RIM AND COVERRIM 622.11(NW) INV IN 609.82 (18")(N) INV IN 609.33 (24")(S) INV IN 612.13 (10")(S) INV IN 610.50 (10")(SE) INV OUT 609.33 (24")STA 400+64.51REMOVE/REPLACEEX SSMH 469594PROP SSMH 4-1WATERTIGHT RIM AND COVERRIM 620.60(W) INV IN 610.21 (18")(SE) INV OUT 610.21 (18")
STA 405+83.79
PROP SSMH 4-3 (60" DIA)
RIM 628.02
(W) INV IN 616.77 (10")
(SW) INV IN 614.46 (18")
(W) INV IN 615.13 (10")
(E) INV OUT 614.46 (18")
STA 406+30.02
PROP SSMH 4-4 (60" DIA)
RIM 627.97
(S) INV IN 614.94 (18")
(NE) INV OUT 614.94 (18")
STA 408+68.37
REMOVE/REPLACE
EX SSMH 203726
PROP SSMH 4-6
RIM 630.67
(SW) INV IN 616.71 (18")
(E) INV OUT 616.71 (18")
EX SSMH 204001 (48" DIA)
RIM 628.93
(W) INV IN 619.72 (10")
(E) INV OUT 617.07 (10")18" DIA C900 PVC, L=381.39', S=0.74%W/ 29 LF OF 30" STEEL CASING(INSTALLED BY TRENCHLESS METHODS)SDSDSDSDSDSD
S
D SDSDSD
SD
SD
SD
SDSDSDSDSDSDSDSDSDTB
TBTBTBTBTBBBBBB
B
B
B
BB
B
BBBBBBBB
B
B
B
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
TB
TBTBT
B
TB
TBTBTBTBTBTBTBTBTBTBTBTBTBTB
TBWWWWWWWWWWW
WWWWWWWWWW W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWMONTFORD DRMONTFORD DRMONTFORD DRFENWICK CTBRADBURY DRSDSDSDSDSDSDSDSDSDEEEEEEEE EE
EEEEEEEEEEEEEEEEEEEEEEEE EE EE
EEEEEEEEEEEEEEEEEEEEEEEELODLODLODLODLODLODLODLODLODLODLOD
PE PE PE
PEPEPEPEPEPEPEPEPEPEPEPEPEPELODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD0+560+00B-307B-308B-400B-401B-402B-4030+500+000+000+750+00400+00401+00402+00403+00404+00405+004
0
6
+
0
0
407+00
408+00409+00410+00STA 400+64.51REMOVE/REPLACEEX SSMH 469594PROP SSMH 4-1 (60" DIA)N 521965.19E 1444325.93STA 404+45.90REMOVE/REPLACEEX SSMH 195024PROP SSMH 4-2 (60" DIA)N 522083.65E 1443963.40EX SSMH 204001 (48" DIA)N 522136.12E 1443799.02STA 407+10.78REMOVE/REPLACEEX SSMH 203725PROP SSMH 4-5 (60" DIA)N 522018.72E 1443784.16PERMANENT EASEMENT (TYP)EXISTING SEWER EASEMENT (TYP)STA 400+00.00(320+69.01)PROP SSMH 3-15 (60" DIA)N 521934.39E 1444382.61PERMANENT EASEMENT (TYP)EXISTING SEWEREASEMENT (TYP)SILT FENCE(TYP)A-REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 18"C900 DR 25 PVC SEWER PIPEREMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 18"C900 DR 25 PVC SEWER PIPEREMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 18"C900 DR 25 PVC SEWER PIPEREMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 18"C900 DR 25 PVC SEWER PIPECATCH BASININLET PROTECTION (TYP)E-NOTE 3NOTE 3S71° 54' 16.98"E381.39'S72° 18' 28.14"E137.88'N7° 12' 47.60"E80.76'EXIST 24" RCP SDEXIST 18" RCP SDEXIST 24" RCP SDNOTE 5NOTE 3NOTE 520'15'NOTE 335'SEE PP8 SHEET 12FOR CONTINUATIONTEMP BORE PIT(30'X12', APPROXLOCATION)30" STEELENCASEMENTG-TEMP BORE PIT(10'X10', APPROXLOCATION)ASPHALT REPLACEMENT(TYP)F-NOTE 6CURB AND GUTTER(TYP)A-NOTE 6NOTE 6NOTE 6NOTE 6EXIST 10" SS CONNECTTO PROP SSMH 4-21-EXIST 10" SS CONNECTTO PROP SSMH 4-32-EXISTINGSPEED BUMPSEE PP8/SHEET 12FOR CONTINUATIONS82° 02' 24.08"E157.59'NOTE 3NOTE 3REMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 18"C900 DR 25 PVC SEWER PIPEREMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 18"C900 DR 25 PVC SEWER PIPES61° 28' 49.86"E64.51'STA 405+83.79PROP SSMH 4-3 (60" DIA)N 522125.55E 1443832.04STA 406+30.02PROP SSMH 4-4 (60" DIA)N 522098.83E 1443794.30REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 18"C900 DR 25 PVC SEWER PIPE12'MATCH LINE - STA 410+00FOR CONTINUATION SEE SHEET 23VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'GENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG EXISTING SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR STREAM BANK RESTORATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.4.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS AND REMOVE PIPE FROM STREAM BED.STREAM BANK SHALL BE RESTORED AFTER EXISTING PIPE IS REMOVED.5.LOCATION OF STRUCTURE (SHED, GARAGE, GARDEN, ETC.).6.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.PLOTTED: 3/3/2021 4:06 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP31-PP37.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 400+00 TO STA 410+00 - PP1540078322381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3B - CARGILL BRANCH3/11/2021
615620625630635640645615620625630635640645410+00410+50411+00411+50412+00412+50413+00413+50414+00414+50415+00415+50416+00416+50417+00417+50418+00418+50419+0018" DIA, C900 PVC, L=165.75', S=1.00%18" DIA, C900 PVC, L=21.40', S=0.98%18" DIA, DIP, L=390.03', S=0.67%18" DIA, C900 PVCL=95.01', S=1.99%18" DIA, C900 PVC,L=214.64', S=0.60%10" DIA, L=214.64', S=0.81%10" DIA, L=50.19', S=0.78%10" DIA, L=417.81', S=0.78%10" DIA, L=194.55', S=0.44%GRADE @ PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-18" DIA, C900 PVC,L=257.07', S=1.00%18" DIA, C900 PVC, L=46.41', S=1.01%STA 418+07.83
EX 36" RCP SD
10" DIA, L=47.24', S=3.22%10" DIA, L=260.37', S=0.71%STA 415+89.45
PROP SSMH 4-10 (60" DIA)
RIM 635.54
(NW) INV IN 622.72 (18")
(NE) INV OUT 622.72 (18")
STA 415+68.05
PROP SSMH 4-9 (60" DIA)
RIM 634.76
(SW) INV IN 622.51 (18")
(E) INV OUT 622.51 (18")
STA 411+78.02PROP SSMH 4-8 (60" DIA)RIM 630.74(W) INV IN 619.89 (18")(E) INV OUT 619.89 (18")STA 410+83.01REMOVE/REPLACEEX SSMH 520245PROP SSMH 4-7RIM 629.91(W) INV IN 618.00 (18")(S) INV IN 618.67 (10")(NE) INV OUT 618.00 (18")
EX SSMH-203728 (48" DIA)
(TO BE DEMOLISHED)
RIM 632.10
(NW) INV IN 625.40 (10")
(E) INV OUT 625.19 (10")
EX SSMH 520244 (48" DIA)
RIM 636.56
(W) INV IN 628.08 (10")
(SE) INV OUT 626.26 (10")
EX SSMH 203727 (48" DIA)RIM 630.28(W) INV IN 621.93 (10")(NE) INV OUT 621.73 (10")
STA 417+55.20
PROP SSMH 4-11 (60" DIA)
RIM 639.31
(W) INV IN 624.38 (18")
(SE) INV OUT 624.38 (18")
STA 418+01.61
PROP SSMH 4-12 (60" DIA)
RIM 637.64
(S) INV IN 632.03 (10")
(S) INV IN 625.52 (10")
(W) INV IN 624.85 (18")
(E) INV OUT 624.85 (18")SDSDSDSDSDSDSDSDSD SD
SD
SD
SDSDSDSD
SD
SD
SD
BB
BB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB
TB TBTBTBTBTB
TB
TB TBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBBBBBB BB BB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTB TB TB TB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBWWWWWWWWWWWWWWWWWWWWWWWWWW W W
WWWWWMONTFORD DRMURRAYHILL RDHOLLYDAYCTLITTLE SUGAR CREEK BRANCHEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE EEEEEEEEEEEEEE
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
EE
EE
EEEEEEEEEEEEEEEEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEB-404B-405B-4061+040+001+00409+00410+00411+00412+00413+00414+00415+00416+00417+00418+00419+000+000+59STA 408+68.37REMOVE/REPLACEEX SSMH 203726PROP SSMH 4-6 (60" DIA)N 522040.54E 1443628.09EX SSMH-203727 (48" DIA)N 521937.56E 1443384.11EX SSMH 203728 (48" DIA)N 522000.58E 1442971.08EX SSMH 520244 (48" DIA)N 522097.62E 1442802.47EX SSMH-203729 (48" DIA)N 522104.95E 1442755.80EXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSEXIST 10"RCP SSPERMANENT EASEMENT (TYP)STA 420+58.68PROP SSMH 4-13 (60" DIA)N 522139.52E 1442500.00STA 417+55.20PROP SSMH 4-11 (60" DIA)N 522088.03E 1442799.09STA 415+89.45PROP SSMH 4-10 (60" DIA)N 522005.35E 1442942.74STA 415+68.05PROP SSMH 4-9 (60" DIA)N 522023.90E 1442953.42STA 411+78.02PROP SSMH 4-8 (60" DIA)N 521946.98E 1443335.79PERMANENT EASEMENT (TYP)EXISTING SEWER EASEMENT (TYP)STA 410+83.01REMOVE/REPLACEEX SSMH 520245PROP SSMH 4-7 (60" DIA)N 521957.34E 1443430.23SILT FENCE(TYP)A-STREAM PUMPAROUNDB-18" C900 DR 25PVC SEWER PIPE (TYP)18" C900 DR 25 PVCSEWER PIPE (TYP)18" C900 DR 25PVC SEWER PIPE (TYP)STREAM CROSSING(NOTE 2)REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 18"C900 DR 25 PVC SEWER PIPEN67° 11' 34.40"E214.64'S78° 37' 32.97"E390.03'EXIST 24" RCP SDN29° 55' 21.75"E21.40'S60° 04' 38.25"E165.75'NOTE 5NOTE 3NOTE 3EXISTING 10" RCP TO BEDEMOLISHED (NOTE 4)S80° 13' 58.77"E257.07'NOTE 5EXIST 36" RCP SDNOTE 3NOTE 3NOTE 335'30'30'NOTE 6NOTE 6NOTE 6N83° 44' 22.56"E95.01'PIPE CAP(TYP)STA 0+74.42PROP SSMH 4-7A (60" DIA)N 521884.68E 1443446.31STREAM PUMPAROUNDB-EXIST 24" RCP SDEXIST 10" SS CONNECTTO SSMH 4-73-STA 418+01.61PROP SSMH 4-12 (60" DIA)N 522095.91E 1442753.35S80° 13' 58.77"E46.41'EXIST 10" SS CONNECTTO PROP SSMH 4-124-EX SSMH 205629 (48" DIA)N 521955.81E 1442713.97STREAM CROSSING(NOTE 2)G-NOTE 3NOTE 3NOTE 3NOTE 318" C900 DR 25 PVCSEWER PIPE (TYP)REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 18"C900 DR 25 PVC SEWER PIPES80° 13' 58.77"E257.07'20'MATCH LINE - STA 410+00FOR CONTINUATION SEE SHEET 22MATCH LINE -
S
T
A

4
1
9
+
0
0
FOR CONTINU
A
T
I
O
N

S
E
E

S
H
E
E
T

2
4VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 4:07 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP31-PP37.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 410+00 TO STA 419+00 - PP1640078323381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3B - CARGILL BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG EXISTING SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR STREAM BANK RESTORATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.4.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS AND REMOVE PIPE FROM STREAM BED.STREAM BANK SHALL BE RESTORED AFTER EXISTING PIPE IS REMOVED.5.LOCATION OF STRUCTURE (SHED, GARAGE, GARDEN, ETC.).6.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.3/11/2021
620625630635640645650620625630635640645650419+00419+50420+00420+50421+00421+50422+00422+50423+00423+50424+00424+50425+00425+50426+00426+50427+00427+50428+00428+5018" DIA, C900 PVCL=79.03', S=0.70%18" DIA, C900 PVC, L=174.45', S=1.21%18" DIA, C900 PVC, L=117.05', S=0.78%18" DIA, C900 PVCL=103.54', S=0.72%18" DIA, C900 PVC, L=186.10', S=1.77%18" DIA, C900 PVC, L=257.07', S=1.00%10" DIA, L=260.37', S=0.71%10" DIA, L=114.62', S=1.23%18" DIA, C900 PVCL=69.90', S=1.71%18" DIA, C900 PVC, L=112.76', S=1.81%STA 425+05.83
EX 30" RCP SD GRADE @ PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-OUTSIDE DROPMANHOLEC-STA 426+48.03
PROP SSMH 4-18 (60" DIA)
RIM 648.37
(NW) INV IN 635.61 (18")
(SE) INV OUT 635.61 (18")
STA 422+41.34
PROP SSMH 4-15 (60" DIA)
RIM 646.21
(W) INV IN 630.66 (18")
(E) INV OUT 630.66 (18")
STA 420+58.68PROP SSMH 4-13 (60" DIA)RIM 642.52(W) INV IN 627.42 (18")(E) INV OUT 627.42 (18")EX SSMH 203730 (48" DIA)RIM 640.01(W) INV IN 631.78 (10")(E) INV OUT 631.48 (10")
STA 425+30.97
PROP SSMH 4-17 (60" DIA)
RIM 648.53
(NW) INV IN 634.70 (18")
(SE) INV OUT 634.70 (18")
STA 424+27.43
PROP SSMH 4-16 (60" DIA)
RIM 644.81
(SW) INV IN 637.77 (10")
(NW) INV IN 633.95 (18")
(SW) INV IN 634.62 (10")
(E) INV OUT 633.95 (18")
EX SSMH 203731 (48" DIA)RIM 642.99(W) INV IN 633.19 (10")(S) INV IN 635.84 (10")(E) INV OUT 633.19 (10")STA 421+71.44PROP SSMH 4-14 (60" DIA)RIM 643.78(S) INV IN 635.84 (10")(S) INV IN 630.14 (10")(W) INV IN 629.47 (18")(E) INV OUT 629.47 (18")
STA 427+27.05
PROP SSMH 4-19 (60" DIA)
RIM 648.58
(NW) INV IN 636.16 (18")
(W) INV IN 637.16 (6")
(W) INV IN 640.17 (6")
(NE) INV IN 636.83 (10")
(SE) INV OUT 636.16 (18")SDSD
SD
SD
SD
SD
SD
SD
SD
SD
BBBBBBBBBBBBBBBBBBBBB
B
BBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTB TB TB TB TBTBTBTBTBTBTBTBTBTBTBTB TBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BB BB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBB
TBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBB BB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
B
BBBBBBBBB
B
BBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBWWWWWWWWWW
W WWWWWWWWWMURRAYHILL RDFURMAN PLLITTLE SUGAR CREEK BRANCHEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
E
E
E
E
E
EE
EEEE
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
E
E
E
EE
EE
EEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPE
PEPEPEPEPEPEPEPEPEPEPEPEPETCETCETCETCETCETCETCETCETCETCETCEPEPEPEPEPEPEPEPEPEPEPEPEPEB-406B-407B-408B-409419+00420+00421+00422+00423+00424+00425+00426+00427+00428+00429+00430+000
+
6
2
0
+
0
0
0+000+490+780+001+001+00EX SSMH-203729 (48" DIA)N 522104.95E 1442755.80EX SSMH-203730 (48" DIA)N 522149.79E 1442499.32EX SSMH-203731 (48" DIA)N 522114.44E 1442390.29EX SSMH 203732(DEMOLISH AND DISPOSE)N 522136.46E 1442169.91EX SSMH 380180 (48" DIA)N 522094.14E 1442088.70EX SSMH 520243 (48" DIA)N 522338.99E 1441992.80EX SSMH 204014 (48" DIA)N 522407.12E 1442096.48EXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSSTA 429+01.51PROP SSMH 4-20 (60" DIA)N 522441.45E 1441794.13STA 427+27.05PROP SSMH 4-19 (60" DIA)N 522324.47E 1441923.55STA 426+48.03PROP SSMH 4-18 (60" DIA)N 522268.81E 1441979.66STA 425+30.97PROP SSMH 4-17 (60" DIA)N 522183.50E 1442059.80PERMANENT EASEMENT (TYP)EXISTING SEWER EASEMENT (TYP)STA 422+41.34PROP SSMH 4-15 (60" DIA)N 522084.63E 1442325.79STA 420+58.68PROP SSMH 4-13 (60" DIA)N 522139.52E 1442500.00PERMANENT EASEMENT (TYP)TEMPORARYCONSTRUCTION EASEMENT (TYP)SILT FENCE(TYP)SILT FENCE(TYP)A-18" C900 DR 25 PVC SEWER PIPE (TYP)S80° 13' 58.77"E257.07'NOTE 5EXIST 36" RCP SDNOTE 3NOTE 3NOTE 3S78° 11' 03.98"E186.10'NOTE 3NOTE 3EXIST 30"RCP SDEXISTING 10" RCP TOBE DEMOLISHED (NOTE 4)18" C900 DR 25 PVCSEWER PIPE (TYP)S54° 03' 53.07"E103.54'S43° 12' 29.21"E117.05'S44° 52'33.12"E 79.03'30'20'
15'
20'NOTE 3EXIST 10" SS CONNECTTO PROP SSMH 4-166-PIPE CAP(TYP)G-NOTE 5STA 418+01.61PROP SSMH 4-12 (60" DIA)N 522095.91E 1442753.35STA 421+71.44PROP SSMH 4-14 (60" DIA)N 522105.62E 1442392.46EXIST 10" SS CONNECTTO PROP SSMH 4-145-STA 424+27.43PROP SSMH 4-16 (60" DIA)N 522122.73E 1442143.64EX SSMH 254989 (60" DIA)N 521957.12E 1442429.08EXIST 6" SS CONNECTTO PROP SSMH 4-197-EXISTING 10" RCP TOBE DEMOLISHED (NOTE 4)N72° 30' 15.32"E112.76'NOTE 510'NOTE 6FIREHYDRANTNOTE 7N72° 31' 26.98"E69.90'S47° 53' 25.01"E174.45'NOTE 3NOTE 3STA 0+61.82PROP SSMH 4-19A (60" DIA)N 522369.86E 1441965.52NEW 10" SS CONNECTTO PROP SSMH 4-19EXIST 10" SS CONNECTTO PROP SSMH 4-19A8-S80° 13' 58.77"E257.07'MATCH LINE - STA 419+00FOR CONTINUATION SEE SHEET 23MA
T
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4
2
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5VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 4:09 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP31-PP37.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 419+00 TO STA 428+50 - PP1740078324381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3B - CARGILL BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG EXISTING SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR STREAM BANK RESTORATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.4.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS AND REMOVE PIPE FROM STREAM BED.STREAM BANK SHALL BE RESTORED AFTER EXISTING PIPE IS REMOVED.5.LOCATION OF STRUCTURE (SHED, GARAGE, GARDEN, ETC.).6.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.7.PROTECT EXIST BFP.3/11/2021
635640645650655660665635640645650655660665428+50429+00429+50430+00430+50431+00431+50432+00432+50433+00433+50434+00434+50435+00435+50436+00436+50437+00437+50438+00438+5016" DIA, C900 PVC, L=126.76', S=0.86%16" DIA, C900 PVC, L=146.98', S=0.86%18" DIA, C900 PVC, L=174.45', S=1.21%10" DIA, L=102.82', S=1.15%10" DIA, L=49.79', S=0.30%10" DIA, L=247.30', S=0.87%10" DIA, L=172.82', S=1.20%16" DIA, C900 PVC, L=126.51', S=0.86%18" DIA, C900 PVC, L=124.27', S=0.96%18" DIA, DIP, L=86.74', S=0.99%18" DIA, C900 PVC, L=174.83', S=0.96%16" DIA, C900 PVC,L=61.94', S=1.37%STA 431+81.60
EX 30" RCP SD
STA 434+68.62
EX 24" RCP SDGRADE @ PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-18" DIA, C900 PVC, L=49.79', S=0.96%STA 436+73.82
EX TELEPHONEOUTSIDE DROPMANHOLEC-STA 436+07.77
EX FIBER OPTIC10" DIA, L=110.75', S=0.85%10" DIA,L=142.35',S=1.06%16" DIA, C900 PVC, L=143.19', S=1.37%10" DIA,L=74.00',S=1.23%STA 430+76.34PROP SSMH 4-21 (60" DIA)RIM 651.51(N) INV IN 639.95 (18")(SE) INV OUT 639.95 (18")
STA 431+63.08
REMOVE/REPLACE
EX SSMH 469993
PROP SSMH 4-22
RIM 652.47
(W) INV IN 640.81 (18")
(S) INV OUT 640.81 (18")
STA 429+01.51PROP SSMH 4-20 (60" DIA)RIM 649.94(NW) INV IN 638.27 (18")(SE) INV OUT 638.27 (18")
STA 431+68.45
REMOVE/REPLACE
EX SSMH 203994
PROP SSMH 4-23
RIM 652.00
(NE) INV IN 641.97 (10")
(NE) INV IN 643.39 (10")
(W) INV IN 641.29 (18")
(E) INV OUT 641.29 (18")
STA 434+63.64
REMOVE/REPLACE
EX SSMH 205669
PROP SSMH 4-25
RIM 654.61
(N) INV IN 647.20 (8")
(N) INV IN 644.64 (8")
(W) INV IN 643.97 (16")
(E) INV OUT 643.77 (16")
STA 433+37.13
PROP SSMH 4-24 (60" DIA)
RIM 653.25
(W) INV IN 642.68 (16")
(E) INV OUT 642.48 (18")
STA 436+10.62
PROP SSMH 4-26 (60" DIA)
RIM 656.28
(W) INV IN 645.43 (16")
(E) INV OUT 645.23 (16")EX SSMH 203996 (48" DIA)
RIM 654.51
(W) INV IN 648.82 (10")
(E) INV OUT 648.62 (10")
STA 437+37.39
REMOVE/REPLACE
EX SSMH 203995
PROP SSMH 4-27
RIM 656.00
(S) INV IN 647.05 (12")
(NW) INV IN 646.72 (16")
(E) INV OUT 646.52 (16")
STA 437+99.33
PROP SSMH 4-28 (60" DIA)
RIM 658.38
(NW) INV IN 647.77 (16")
(SE) INV OUT 647.57 (16")EX SSMH 520242 (48" DIA)
RIM 656.17
(NW) INV IN 651.11 (10")
(E) INV OUT 651.01 (10")SDSDSDSDSDSD
SD
SD
SDSD SD SD SDSDSDSDSD SDTBTBB
B
B
B
BBBBBBBBTB
TB
T
B
TBTBTBB
B
BBBBBBBBBBBBB
B
B
B
BB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
B
B
B
B
BB
BBBBBB
BB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BBBB
B
B
B
B
B
B
BBBBBBBBBBBB
BB
B
B
B
B
B
B
BBBBBBBBBBBB
BBBBBBBBBBBBBBBBB
B
B
B
B
B
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
B
BBBBBBTB
TBTBTB
TB TBTB
TBT
B
TBTBTBTBTBTB
TBTBTBTBTBTBTBTB
TB
TB
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT
B
T
B TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT
B
T
B
TBT
B
TB
TBTB
TB TB TB TBBB
BB
BB
BB
BB
BBBBBBTBTBTBTBTBTB
TB
T
BTBTBTBTBT
B
T
B
TBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBBB
TB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBUEUEUEUEUTUTUTUTFOFOFOWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWZEPHYR LNROME CTMURRAYHILL RDFAIRBLUFFPLOLDWOODS RDFURMAN PLL
I
TT
LE
SUGAR
CREEK
BRANCHEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE EE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
EE
EE
EE
EE
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
EE
EE
EEEEEEEE
EE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPE
PEPEPEPEPEPEPEPEPEPEPEPE
TCETCE
EE EE B-409B-410B-411B-412B-413427+00428+00429+00430+00431+00432+00433+004
3
4
+
0
0
435+00436+00437+00438+00439+00440+001+51
0+00
1+001+180+001+001+080+00
1+000+000+491+001+000+56 0+00STA 431+63.08REMOVE/REPLACEEX SSMH 469993PROP SSMH 4-22 (60" DIA)N 522676.53E 1441723.79EX SSMH 205668 (48" DIA)N 522780.00E 1441425.29EX SSMH 203996 (48" DIA)N 522642.12E 1441257.92EX SSMH-520242 (48" DIA)N 522696.48E 1441089.67STA 437+99.33PROP SSMH 4-28 (60" DIA)N 522706.36E 1441107.45STA 439+42.52REMOVE/REPLACEEX SSMH 205667PROP SSMH 4-29 (60" DIA)N 522822.83E 1441024.15EXIST 10" RCP SSEXIST 10" RCP SSPERMANENTEASEMENT (TYP)EXISTING SEWEREASEMENT (TYP)16" C900 DR 25PVC SEWER PIPESTA 436+10.62PROP SSMH 4-26 (60" DIA)N 522645.15E 1441283.58STA 434+63.64REMOVE/REPLACEEX SSMH 205669PROP SSMH 4-25 (60" DIA)N 522661.86E 1441429.61EXIST 10" RCP SSSTA 433+37.13PROP SSMH 4-24 (60" DIA)N 522696.00E 1441551.43STA 430+76.34PROP SSMH 4-21 (60" DIA)N 522591.85E 1441705.00STA ???REMOVE/REPLACEEX SSMH 203994PROP SSMH 4-23 (60" DIA)N 522688.53E 1441675.47EXIST 10" RCP SSEX SSMH 469994 (48" DIA)N 522578.45E 1441775.24EXIST 10" RCP SSSTA 429+01.51PROP SSMH 4-20 (60" DIA)N 522441.45E 1441794.13STA 427+27.05PROP SSMH 4-19 (60" DIA)N 522324.47E 1441923.55STA 426+48.03PROP SSMH 4-18 (60" DIA)N 522268.81E 1441979.66EXISTING SEWEREASEMENT (TYP)PERMANENT EASEMENT (TYP)SILT FENCE(TYP)A-REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 16"C900 DR 25 PVC SEWER PIPE18" C900 DR 25PVC SEWER PIPE (TYP)STREAM PUMPAROUNDB-CATCH BASININLET PROTECTIONE-STREAM CROSSING(NOTE 2)STREAM CROSSING (NOTE 2)STREAM PUMPAROUNDB-18" C900 DR 25 PVC SEWER PIPE (TYP)16" C900 DR 25PVC SEWER PIPE (TYP)S86° 33' 12.76"E124.27'18" C900 DR 25PVC SEWER PIPE (TYP)S30° 39' 08.94"E174.83'N74° 20' 37.71"E126.51'N83° 28' 30.14"E146.98'NOTE 7NOTE 3NOTE 3S76° 59' 27.96"E 126.76EXISTING 10" RCP TOBE DEMOLISHED (NOTE 4)S35° 34' 14.79"E143.19'S81° 47' 03.03"E136.85'EX SSMH 205664 (48" DIA)N 522970.77E 1441054.17EXIST 15" RCP SD20'20'25'10
'NOTE 3NOTE 5S12° 30' 41.03"W86.74'20'CURB AND GUTTER(TYP)A-STA 437+37.39REMOVE/REPLACEEX SSMH 203995PROP SSMH 4-27 (60" DIA)N 522673.69E 1441160.07NEW 12" DIPSEWER TO SSMH 4-27STA 0+83.15PROP SSMH 4-27A (60" DIA)N 522594.72E 1441134.02EXIST 8" SS CONNECTTO PROP SSMH 4-2510-16" C900 DR 25PVC SEWER PIPE10'EXIST 8" SS CONNECTTO PROP SSMH 4-2912-10'30'20'EXIST 6" SS CONNECTTO PROP SSMH 4-197-EXISTING 10" RCP TOBE DEMOLISHED (NOTE 4)TELEPHONEPEDESTAL(NOTE 6)5'HEADWALL16" C900 DR 25 PVCSEWER PIPE (TYP)S58° 09' 53.47"E61.94'NOTE 3S47° 53' 25.01"E174.45'18" C900 DR 25 PVCSEWER PIPE (TYP)STA 0+61.82PROP SSMH 4-19A (60" DIA)N 522369.86E 1441965.52EXIST 10" SS CONNECTTO PROP SSMH 4-239-ASPHALT REPLACEMENT(TYP)F-REMOVE EXIST 10" RCP SS AND REPLACEWITH NEW 18" C900 DR 25 PVC SEWER PIPE18" C900 DR 25 PVCSEWER PIPE (TYP)S76° 03' 24.58"E49.79'20'NOTE 311-N18° 15' 24.16"E83.15'CABLE BOXMATCH LINE - STA 428+50FOR CONTINUATION SEE SHEET 24
M
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4
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F
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2
6VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 4:10 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP31-PP37.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 428+50 TO STA 438+50 - PP1840078325381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3B - CARGILL BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG EXISTING SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFER TODETAIL A/SHEET XX FOR STREAM BANK RESTORATION. ANTI-SEEP COLLARS SHALL BE INSTALLED ONEITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.4.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS AND REMOVE PIPE FROM STREAM BED. STREAMBANK SHALL BE RESTORED AFTER EXISTING PIPE IS REMOVED.5.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORT ASNEEDED.6.COORDINATE RELOCATION OF EXIST TELEPHONE PEDESTAL AND UNDERGROUND ELECTRIC LINE WITHUTILITY OWNERS.7.LOCATION OF STRUCTURE (SHED, GARAGE, GARDEN, ETC.).3/11/2021
645650655660665670675645650655660665670675438+50439+00439+50440+00440+50441+00441+50442+00442+50443+00443+50444+00444+50445+00445+50446+00446+50447+00447+50448+0016" DIA, C900 PVC, L=158.19', S=1.37%16" DIA, C900 PVC, L=136.85', S=1.37%16" DIA, C900 PVC,L=143.19', S=1.37%16" DIA, C900 PVC, L=249.12', S=0.60%10" DIA, L=249.12', S=1.07%10" DIA, L=142.35', S=1.06%10" DIA, L=144.46', S=1.32%10" DIA, L=126.66', S=1.26%16" DIA, C900 PVC, L=147.67', S=0.60%16" DIA, C900 PVC, L=148.92', S=0.60%16" DIA, C900 PVCL=74.34', S=0.59%16" DIA C900 PVC,L=39.93', S=0.60%10" DIA, L=93.25', S=0.78%10" DIA, L=18.41', S=0.05%10" DIA, L=198.40', S=1.18%10" DIA, L=39.93',S=1.50%STA 439+67.43EX 15" RCP SD
STA 446+24.46
EX 8.8' BOX CULVERTGRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEOUTSIDE DROPMANHOLEC-C-STA 446+68.56
EX WLOUTSIDE DROPMANHOLEC-STA 439+42.52REMOVE/REPLACEEX SSMH 205667PROP SSMH 4-29RIM 661.16(N) INV IN 650.60 (8")(N) INV IN 653.71 (8")(W) INV IN 649.93 (16")(SE) INV OUT 649.73 (16")EX SSMH 203998 (48" DIA)RIM 659.28(NW) INV IN 654.73 (10")(E) INV OUT 654.63 (10")EX SSMH 203999 (48" DIA)RIM 662.21(W) INV IN 656.55 (10")(SE) INV OUT 656.33 (10")
STA 443+85.24
PROP SSMH 4-32 (60" DIA)
RIM 673.75
(W) INV IN 655.46 (16")
(E) INV OUT 655.26 (16")
STA 440+79.37PROP SSMH 4-30 (60" DIA)RIM 661.99(NW) INV IN 652.01 (16")(E) INV OUT 651.81 (16")
EX SSMH 62009 (48" DIA)
RIM 666.37
(S) INV IN 659.35 (10")
(E) INV OUT 658.89 (10")
EX SSMH 204000 (48" DIA)
RIM 666.98
(W) INV IN 659.38 (10")
(N) INV OUT 659.36 (10")
STA 446+08.50
REMOVE/REPLACE
EX SSMH 204002
PROP SSMH 4-34
RIM 669.21
(SE) INV IN 657.20 (16")
(N) INV OUT 657.00 (16")
STA 445+34.17
PROP SSMH 4-33 (60" DIA)
RIM 670.73
(N) INV IN 664.39 (10")
(S) INV IN 656.56 (16")
(N) INV IN 657.06 (10")
(E) INV OUT 656.36 (16")
STA 442+37.57
PROP SSMH 4-31 (60" DIA)
RIM 667.43
(W) INV IN 654.38 (16")
(SE) INV OUT 654.18 (16")
STA 446+48.43
REMOVE/REPLACE
EX SSMH 204068
PROP SSMH 4-35
RIM 668.93
(W) INV IN 657.64 (16")
(SE) INV IN 661.67 (8")
(SE) INV IN 658.31 (8")
(NW) INV OUT 657.44 (16")SDSDSDS
D SDSDSDSDSD SD SD SDSD SD SD SD
T
B
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TBTBTBT
B
TBTBTBTBTBTB
TBTBT
B
TBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
TB TBT
B
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
T
B BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BB
BB
BBBBBBBBBBBBBBTB TB TBTBTBTBTBTBTB
TBTBTBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TB TB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBBBTB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
B
B
BUEUEUEUEUTUTUTUTWWWWWWWWW
WWWWWWWWWW WWWWWWWWWWWWWWWWW
WWWWWWWMURRAYHILL RDMURRAYHILL RDGILMORE DROLDWOODS RDMURRAYHILL RDLITTLE SUGAR CREEK BRANCHLITTLE
SUGAR
CREEK
BRANCHEEEEEEEE EE EE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
EEEEEEEEEEEEEEEE
EEEEEE EE EE EEEEEEEEEEEEEEEEEEEEEEEEEE
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPE PE
PEPEPEPEPEPETCETCE
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODB-412B-413B-414B-415B-416437+00438+00439+00440+00441+00442+00443+00444+00445+00446+00
448+00449+001+51 0+001+00 1+080+00 1+00
0+000+661+520+001+00EX SSMH-520242 (48" DIA)N 522696.48E 1441089.67STA 437+99.33PROP SSMH 4-28 (60" DIA)N 522706.36E 1441107.45STA 439+42.52REMOVE/REPLACEEX SSMH 205667PROP SSMH 4-29 (60" DIA)N 522822.83E 1441024.15STA 440+79.37PROP SSMH 4-30 (60" DIA)N 522842.39E 1440888.70EX SSMH-203998 (48" DIA)N 522827.87E 1440879.72EX SSMH-203999 (48" DIA)N 522937.87E 1440816.93EX SSMH 204000 (48" DIA)N 522913.93E 1440611.74STA 446+48.43REMOVE/REPLACEEX SSMH 204068PROP SSMH 4-35 (60" DIA)N 522847.29E 1440544.82EXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSEXIST 10" RCP SSPERMANENTEASEMENT (TYP)EX SSMH-204051 (48" DIA)N 523021.08E 1440512.85STA 442+37.57PROP SSMH 4-31 (60" DIA)N 522978.63E 1440808.30STA 448+97.56REMOVE/REPLACEEX SSMH 205621PROP SSMH 4-36 (60" DIA)N 522780.22E 1440304.89EXISTING SEWEREASEMENT (TYP)REMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 16" C900DR 25 PVC SEWER PIPESTA 446+08.50REMOVE/REPLACEEX SSMH 204002PROP SSMH 4-34 (60" DIA)N 522881.55E 1440524.30STA 445+34.17PROP SSMH 4-33 (60" DIA)N 522955.64E 1440518.28STA 443+85.24PROP SSMH 4-32 (60" DIA)N 522995.96E 1440661.64EX SSMH 204069 (48" DIA)N 522731.16E 1440642.96EXISTING SEWEREASEMENT (TYP)STREAM PUMPAROUND-SILT FENCE(TYP)A-REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 16"C900 DR 25 PVC SEWER PIPEREMOVE EXIST 10" RCPSS AND REPLACE WITHNEW 16" C900 DR 25PVC SEWER PIPECATCH BASININLET PROTECTIONE-STREAM CROSSING (NOTE 2)STREAM PUMPAROUNDB-EXISTING 10" RCP TOBE DEMOLISHED (NOTE 4)S35° 34' 14.79"E143.19'S81° 47' 03.03"E136.85'S30° 32' 55.26"E158.19'EX SSMH 205664 (48" DIA)N 522970.77E 1441054.17EXISTING 10" RCP TO BEDEMOLISHED (NOTE 4)N74° 17' 28.58"E148.92'NOTE 3N30° 54' 53.73"W 39.93'N74° 22' 50.47"E249.12'EXISTING 10" RCP TOBE DEMOLISHED (NOTE 4)EXIST 15" RCP SD10'NOTE 32
0
'20'20'15'STA 437+37.39REMOVE/REPLACEEX SSMH 203995PROP SSMH 4-27 (60" DIA)N 522673.69E 1441160.07NEW 12" DIPSEWER TO SSMH 4-27N 522594.72E 1441134.0216" C900 DR 25PVC SEWER PIPE10'EXIST 8" SS CONNECTTO PROP SSMH 4-2912-10'N4° 38' 44.18"W74.34'EXIST 10" RCP SSPIPE CAP(TYP)G-30'20'CONCRETESIDEWALK (TYP)C-ASPHALT REPLACEMENT(TYP)F-CURB AND GUTTER(TYP)A-CONCRETE DRIVEREPAIR (TYP)E-EXIST 10" SS CONNECTTO SSMH 4-3313-EXIST 8" SS CONNECTTO SSMH 4-3514-PIPE CAP(TYP)G-TELEPHONEPEDESTAL(NOTE 6)5'STREAMCROSSING(NOTE 2)5'N74° 22
'
50
.47
"E249.12
'5'15'REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 16"C900 DR 25 PVC SEWER PIPEEX SSMH 62009 (48" DIA)N 522930.99E 1440618.65NOTE 3HEADWALL16" C900 DR 25 PVCSEWER PIPE (TYP)S58° 09' 53.47"E61.94'S83° 15' 34.92"E 147.67'15'NOTE 311-N18° 15' 24.16"E83.15'CABLE BOXMATCH LINE - STA 438+50FOR CONTINUATION SEE SHEET 25
MATCH LINE - STA 448+00FOR CONTINUATION SEE SHEET 27VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 4:11 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP31-PP37.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 438+50 TO STA 448+00 - PP1940078326381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3B - CARGILL BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG EXISTING SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR STREAM BANK RESTORATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.4.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS AND REMOVE PIPE FROM STREAM BED.STREAM BANK SHALL BE RESTORED AFTER EXISTING PIPE IS REMOVED.5.LOCATION OF STRUCTURE (SHED, GARAGE, GARDEN, ETC.).6.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.3/11/2021
655660665670675680685655660665670675680685448+00448+50449+00449+50450+00450+50451+00451+50452+00452+50453+00453+50454+00454+50455+00455+50456+0010" DIA, L=249.12', S=1.07%10" DIA, L=279.41', S=1.62%16" DIA, C900 PVC,L=249.12', S=0.60%16" DIA, DIP, L=160.55', S=0.60%16" DIA, C900 PVC, L=193.21', S=2.17%GRADE @ PROP. ALIGNMENTSTA 452+61.73
EX 36" RCP SD
STA 452+64.87
EX 36" RCP SDOUTSIDE DROPMANHOLEC-16" DIA, C900 PVC, L=29.74', S=2.19%STA 452+90.11
EX WL
16" DIA, C900 PVC, L=182.13', S=2.17%10" DIA, L=182.13', S=0.15%10" DIA, L=146.54', S=1.48%16" DIA, C900 PVC, L=146.54', S=0.98%STA 448+97.56REMOVE/REPLACEEX SSMH 205621PROP SSMH 4-36RIM 673.00(W) INV IN 659.34 (16")(E) INV OUT 659.14 (16")
STA 450+58.11
PROP SSMH 4-37 (60" DIA)
RIM 674.22
(NW) INV IN 660.50 (16")
(E) INV OUT 660.30 (16")
STA 452+51.31
PROP SSMH 4-38 (60" DIA)
RIM 677.67
(SW) INV IN 664.89 (16")
(SE) INV OUT 664.69 (16")
STA 452+81.06
REMOVE/REPLACE
EX SSMH 288036
PROP SSMH 4-39
RIM 677.47
(S) INV IN 666.41 (8")
(W) INV IN 671.60 (6")
(S) INV IN 671.60 (8")
(NW) INV IN 665.74 (16")
(W) INV IN 666.57 (6")
(NE) INV OUT 665.54 (16")
STA 454+63.19
REMOVE/REPLACE
EX SSMH 288039
PROP SSMH 4-40
RIM 681.52
(N) INV IN 669.89 (16")
(SE) INV OUT 669.69 (16")SDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDTB TB TB TB TB TB TB TB TB TB TBTBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TB TB TB TB TB TB TBTBTBTBTBTBBB BB BB BB BBBBBB BB BB BB BBBBBB BBBB BB BB BB BB BBBBB
B
B
B
BBBBBB BBBBBB BBBBBB BB BB BB BB BBBBBB BB BB BB BB BBBBBBBBBBBBTBTBW
W
W
W
W
W
W W
W
WWWWWWWW
WWWWWWWWWWMURRAYHILL RDBAYLO
R

D
RGILMORE DRLITTLE SUGAR CREEK BRANCH
LITTLE SUGAR CREEK BRANCHEEEEEEEEEEEEEEEEEEEE EE EE EE EE EE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE EE EE EE EE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPE PE PE PE PE PE
LODLOD
LOD LODLODLODLODLODB-416B-417B-418B-419448+00 449+00450+00451+00452+00453+00454+00455+00456+00457+00458+000+000+660+000+000+750+440+000+52EXIST 10" SS CONNECTTO SSMH 4-43STA 456+09.72REMOVE/REPLACEEX SSMH 288020PROP SSMH 4-41 (60" DIA)N 523125.92E 1439763.64EX SSMH 205620 (48" DIA)N 522794.81E 1440025.87STA 452+81.06REMOVE/REPLACEEX SSMH 288036PROP SSMH 4-39 (60" DIA)N 522869.34E 1439954.20STA 454+63.19REMOVE/REPLACEEX SSMH 288039PROP SSMH 4-40 (60" DIA)N 522989.61E 1439817.42STA 457+80.56REMOVE/REPLACEEX SSMH 288021REMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 16" C900DR 25 PVC SEWER PIPEREMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 16" C900DR 25 PVC SEWER PIPEREMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 16" C900DR 25 PVC SEWER PIPEEXIST 10" RCP SSEXIST 10" RCP SSPERMANENT EASEMENT (TYP)EXISTING SEWEREASEMENT (TYP)STA 452+51.31PROP SSMH 4-38 (60" DIA)N 522891.46E 1439974.0816" C900 DR 25 PVCSEWER PIPESTA 450+58.11PROP SSMH 4-37 (60" DIA)N 522803.32E 1440146.0116" C900 DR 25 PVCSEWER PIPE (TYP)STA 448+97.56REMOVE/REPLACEEX SSMH 205621PROP SSMH 4-36 (60" DIA)N 522780.22E 1440304.89PERMANENTEASEMENT (TYP)EXISTING SEWEREASEMENT (TYP)REMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 16" C900DR 25 PVC SEWER PIPESTREAM PUMPAROUNDB-REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW16" C900 DR 25 PVC SEWER PIPESTREAM CROSSING(NOTE 2)REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 16"C900 DR 25 PVC SEWER PIPEN30° 54' 53.73"W 39.93'N74° 22' 50.47"E249.12'EXISTING 10" RCP TOBE DEMOLISHED (NOTE 4)S81° 43' 29.51"E160.55'CATCH BASININLET PROTECTION(TYP)E-S62° 51' 33.57"E193.21'NOTE 3NOTE 3N41° 57' 00.75"E29.74'S48° 40' 26.75"E182.13'S21° 31' 50.58"E146.54'NOTE 5S56° 45' 33.92"E170.83'S62° 08' 37.61"E166.72'EXIST 48" RCP SDNOTE 315'30'
3
0
'
30'EXIST 8" SS CONNECT14-PIPE CAP(TYP)G-NOTE 6NOTE 6CURB AND GUTTER(TYP)A-ASPHALT REPLACEMENT(TYP)F-20'NOTE 6TELEPHONEPEDESTAL(NOTE 7)EXIST 8" SS CONNECTTO SSMH 4-3915-CONCRETE DRIVEWAYREPAIR (TYP)E-NOTE 6NOTE 5ASPHALT DRIVEWAYREPAIR (TYP)D-CURB AND GUTTER(TYP)EXIST 10" RCP SS19-5'N74° 22' 50.47"E249.12'5'15'REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW 16"C900 DR 25 PVC SEWER PIPEPROTECT AND SUPPORTHEADWALL STRUCTURENOTE 3EXIST 12" SS CONNECTTO SSMH 4-4117-EXIST 8" SS CONNECTTO SSMH 4-4520-EXIST 6" SS CONNECTTO SSMH 4-3916-NOTE 630'NOTE 3NOTE 315'MATCH LINE - STA 448+00FOR CONTINUATION SEE SHEET 26M
A
T
C
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6
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8VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 4:13 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP31-PP37.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 448+00 TO STA 456+00 - PP2040078327381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3B - CARGILL BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG EXISTING SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR STREAM BANK RESTORATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.4.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS AND REMOVE PIPE FROM STREAM BED.STREAM BANK SHALL BE RESTORED AFTER EXISTING PIPE IS REMOVED.5.LOCATION OF STRUCTURE (SHED, GARAGE, GARDEN, ETC.).6.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.7. COORDINATE RELOCATION OF EXIST TELEPHONE PEDESTAL WITH UTILITY OWNER.3/11/2021
670675680685690695700670675680685690695700456+00456+50457+00457+50458+00458+50459+00459+50460+00460+50461+0016" DIA, C900 PVC, L=166.72', S=0.60%10" DIA, L=166.72', S=1.39%8" DIA, L=11.76', S=2.47%8" DIA, L=44.95', S=5.45%10" DIA, L=170.83', S=1.45%16" DIA, C900 PVC, L=44.95', S=0.60%16" DIA, C900 PVC, L=170.83', S=0.98%16" DIA, C900 PVC, L=11.76', S=0.60%STA 459+04.97
EX 48" RCP SD
STA 459+09.14
EX 48" RCP SDGRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEOUTSIDE DROPMANHOLEC-C-OUTSIDE DROPMANHOLEC-STA 459+97.23
EX WL
STA 459+47.28
REMOVE/REPLACE
EX SSMH 204022
PROP SSMH 4-43
RIM 687.07
(NW) INV IN 674.60 (16")
(S) INV IN 682.97 (10")
(S) INV IN 675.10 (10")
(SE) INV OUT 674.40 (16")
STA 460+03.98
REMOVE/REPLACE
EX SSMH 204044
PROP SSMH 4-45
RIM 687.02
(S) INV IN 681.50 (8")
(N) INV IN 681.50 (8")
(N) INV IN 675.64 (8")
(S) INV IN 675.64 (8")
(E) INV OUT 675.14 (16")
STA 459+59.03
REMOVE/REPLACE
EX SSMH 254999
PROP SSMH 4-44
RIM 686.99
(W) INV IN 674.87 (16")
(SE) INV OUT 674.67 (16")
STA 457+80.56
REMOVE/REPLACE
EX SSMH 288021
PROP SSMH 4-42
RIM 689.40
(N) INV IN 681.93 (4")
(NW) INV IN 673.40 (16")
(N) INV IN 674.40 (4")
(SE) INV OUT 673.20 (16")
STA 456+09.72REMOVE/REPLACEEX SSMH 288020PROP SSMH 4-41RIM 685.65(N) INV IN 672.95 (12")(NW) INV IN 671.53 (16")(S) INV OUT 671.33 (16")SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWWWW
W SOUTH BLVDLITTLE SUGAR CREEK BRANCHEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE PEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPELODLODLODB-418B-419B-420460+18453+00454+00455+00456+00457+00458+00459+00460+000+000+750+440+000+000+750+570+670+000+52EXIST 10" SS CONNECTTO SSMH 4-43STA 456+09.72REMOVE/REPLACEEX SSMH 288020PROP SSMH 4-41 (60" DIA)N 523125.92E 1439763.64STA 454+63.19REMOVE/REPLACEEX SSMH 288039PROP SSMH 4-40 (60" DIA)N 522989.61E 1439817.42STA 457+80.56REMOVE/REPLACEEX SSMH 288021PROP SSMH 4-42 (60" DIA)N 523219.56E 1439620.76STA 459+47.28REMOVE/REPLACEEX SSMH 204022PROP SSMH 4-43 (60" DIA)N 523297.46E 1439473.36STA 460+03.98REMOVE/REPLACEEX SSMH 204044PROP SSMH 4-45 (60" DIA)N 523303.94E 1439419.00EX SSMH 255005 (48" DIA)N 523456.15E 1439470.92STA 459+59.03REMOVE/REPLACEEX SSMH 254999PROP SSMH 4-44 (60" DIA)N 523304.50E 1439463.95EXIST 8" RCP SSREMOVE EXIST 8" RCP SS ANDREPLACE WITH NEW 16" C900DR 25 PVC SEWER PIPEREMOVE EXIST 8" RCP SS ANDREPLACE WITH NEW 16" C900DR 25 PVC SEWER PIPEREMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 16" C900DR 25 PVC SEWER PIPEREMOVE EXIST 10" RCP SS ANDREPLACE WITH NEW 16" C900DR 25 PVC SEWER PIPEREPLACE WITH NEW 16" C900DR 25 PVC SEWER PIPEPERMANENT EASEMENT (TYP)EXISTING SEWEREASEMENT (TYP)STA 452+51.31PROP SSMH 4-38 (60" DIA)N 522891.46E 1439974.08CATCH BASIN INLETPROTECTION (TYP)E-REMOVE EXIST 10" RCP SSAND REPLACE WITH NEW16" C900 DR 25 PVC SEWER PIPENOTE 3NOTE 3N41° 57' 00.75"E29.74'S48° 40' 26.75"E182.13'S21° 31' 50.58"E146.54'NOTE 5S56° 45' 33.92"E170.83'S62° 08' 37.61"E166.72'N89° 17' 07.05"E44.95'S53° 11' 41.00"E11.76'EXIST 36" RCP SDEXIST 48" RCP SDNOTE 330'30'
30'NOTE 6CONCRETE DRIVEWAYREPAIR (TYP)E-NOTE 6NOTE 5ASPHALT DRIVEWAYREPAIR (TYP)D-CURB AND GUTTER(TYP)A-NOTE 5CONCRETE SIDEWALK(TYP)ASPHALT REPLACEMENT(TYP)F-EXIST 4" SS CONNECTTO SSMH 4-4218-EXIST 10" RCP SS19-C-HEADWALL STRUCTURENOTE 3EXIST 12" SS CONNECTTO SSMH 4-4117-EXIST 8" SS CONNECTTO SSMH 4-4521-EXIST 8" SS CONNECTTO SSMH 4-4520-EXIST 8" RCP SSNOTE 630'
MATCH LINE - STA 456+00FOR CONTINUATION SEE SHEET 27
VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 4:14 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP31-PP37.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILPLAN AND PROFILESTA 456+00 TO STA 460+03.98 - PP2140078328381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3B - CARGILL BRANCHGENERAL NOTES:1.EXISTING GRADE SHOWN IN PROFILE DENOTES GRADE ALONG EXISTING SEWER ALIGNMENT.2.RIP-RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFERTO DETAIL A/SHEET XX FOR STREAM BANK RESTORATION. ANTI-SEEP COLLARS SHALL BEINSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL E/SHEET XX.3.REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL.4.CUT AND PLUG EXISTING RCP SS AT STREAM BANKS AND REMOVE PIPE FROM STREAM BED.STREAM BANK SHALL BE RESTORED AFTER EXISTING PIPE IS REMOVED.5.UTILITY POLE IN CLOSE PROXIMITY TO CONSTRUCTION ZONE. AVOID IF POSSIBLE AND SUPPORTAS NEEDED.6.REMOVE AND RELOCATE DUMPSTER OUTSIDE OF PERMANENT EASEMENT.3/11/2021
600605610615620625630600605610615620625630-0+250+000+501+00610615620625630635640610615620625630635640-0+250+000+501+00605610615620625630635605610615620625630635-0+250+000+501+001+25630635640645650655660630635640645650655660-0+250+000+501+00620625630635640645650620625630635640645650-0+250+000+501+00625630635640645650655625630635640645650655-0+250+000+501+001+2510" DIA, L=405.51', S=6.27%10" DIA, L=74.42', S=2.54%10" DIA, L=102.46', S=2.54%10"
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2%10" DIA, L=145.53',S=6.35%GRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEOUTSIDE DROPMANHOLEOUTSIDE DROPMANHOLEGRADE @PROP. ALIGNMENTGRADE @PROP. ALIGNMENTSTA 0+41.74EX 18" RCP SDINV EL 620.11±
STA 0+00.00(STA 410+83.01)
REMOVE/REPLACE
EX SSMH 520245
PROP SSMH 4-7
RIM 629.91
(W) INV IN 618.00 (18")
(S) INV IN 618.67 (10")
(NE) INV OUT 618.00 (18")OUTSIDE DROPMANHOLEGRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEGRADE @PROP. ALIGNMENTGRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-C-C-C-C-C-12"10" DIA, L=34.67',S=0.86%10" DIA, L=170.87',S=6.60%STA 0+74.42
PROP SSMH 4-7A (60" DIA)
RIM 629.62
(S) INV IN 623.88 (10")
(S) INV IN 619.41 (10")
(N) INV OUT 619.41 (10")
STA 0+00.00(STA 404+45.90)REMOVE/REPLACEEX SSMH 195024PROP SSMH 4-2RIM 625.59(N) INV IN 613.71 (10")(N) INV IN 617.59 (10")(W) INV IN 613.04 (18")(E) INV OUT 613.04 (18")
EX SSMH 380180 (48" DIA)
RIM 648.73
(NE) INV OUT 642.18 (10")
STA 0+00.00(STA 424+27.43)
PROP SSMH 4-16 (60" DIA)
RIM 644.81
(SW) INV IN 637.77 (10")
(NW) INV IN 633.95 (18")
(SW) INV IN 634.62 (10")
(E) INV OUT 633.95 (18")
STA 0+00.00(STA 418+01.61)
PROP SSMH 4-12 (60" DIA)
RIM 637.64
(S) INV IN 632.03 (10")
(S) INV IN 625.52 (10")
(W) INV IN 624.85 (18")
(E) INV OUT 624.85 (18")
STA 0+00.00(STA 421+71.44)
PROP SSMH 4-14 (60" DIA)
RIM 643.78
(S) INV IN 635.84 (10")
(S) INV IN 630.14 (10")
(W) INV IN 629.47 (18")
(E) INV OUT 629.47 (18")
STA 0+00.00(405+83.79)PROP SSMH 4-3 (60" DIA)RIM 628.02(W) INV IN 616.77 (10")(SW) INV IN 614.46 (18")(W) INV IN 615.13 (10")(E) INV OUT 614.46 (18")EX SSMH 204001 (48" DIA)RIM 628.93(W) INV IN 619.72 (10")(E) INV OUT 617.07 (10")625630635640645650655625630635640645650655-0+250+000+501+00640645650655660665670640645650655660665670-0+250+000+501+001+50640645650655660665670640645650655660665670-0+250+000+501+001+50635640645650655660665635640645650655660665-0+250+000+500+75635640645650655660665635640645650655660665-0+250+000+501+001+256" DIA, L=48.71', S=1.97%8"
D
IA
,
L=118
.22
'
,
S=5
.92%8" DIA, L=83.15', S=0.61%8" DIA, L=143.70', S=0.65%12" DIA, DIP, L=83.15', S=1.00%OUTSIDE DROPMANHOLEGRADE @PROP. ALIGNMENTGRADE @PROP. ALIGNMENTSTA 0+00.00(STA 434+63.64)
REMOVE/REPLACE
EX SSMH 205669
PROP SSMH 4-25
RIM 654.61
(N) INV IN 647.20 (8")
(N) INV IN 644.64 (8")
(W) INV IN 643.97 (16")
(E) INV OUT 643.77 (16")OUTSIDE DROPMANHOLEOUTSIDE DROPMANHOLESTA 0+00.00(STA 437+37.39)
REMOVE/REPLACE
EX SSMH 203995
PROP SSMH 4-27
RIM 656.00
(S) INV IN 647.05 (12")
(NW) INV IN 646.72 (16")
(E) INV OUT 646.52 (16")GRADE @PROP. ALIGNMENTC-C-C-10" DIA, L=136.15',S=-3.85%10" DIA, DIP, L=61.82', S=3.83%OUTSIDE DROPMANHOLEC-GRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-10" DIA, L=298.83',S=5.74%STA 0+00.00(STA 427+27.05)PROP SSMH 4-19 (60" DIA)RIM 648.58(NW) INV IN 636.16 (18")(W) INV IN 637.16 (6")(W) INV IN 640.17 (6")(NE) INV IN 636.83 (10")(SE) INV OUT 636.16 (18")
STA 0+83.15
PROP SSMH 4-27A (60" DIA)
RIM 654.25
(S) INV IN 651.07 (8")
(S) INV IN 648.22 (8")
(N) INV OUT 647.88 (12")
STA 0+00.00(427+27.05)PROP SSMH 4-19 (60" DIA)RIM 648.58(NW) INV IN 636.16 (18")(W) INV IN 637.16 (6")(W) INV IN 640.17 (6")(NE) INV IN 636.83 (10")(SE) INV OUT 636.16 (18")STA 0+61.82REMOVE/REPLACEEX SSMH 203733PROP SSMH 4-19ARIM 648.99(NW) INV IN 639.29 (10")(NE) INV IN 639.22 (10")(SE) INV OUT 639.20 (10")(E) INV OUT 642.47 (10")(SW) INV OUT 639.20 (10")
STA 431+68.45
REMOVE/REPLACE
EX SSMH 203994
PROP SSMH 4-23
RIM 652.00
(NE) INV IN 641.97 (10")
(NE) INV IN 643.39 (10")
(W) INV IN 641.29 (18")
(E) INV OUT 641.29 (18")645650655660665670675645650655660665670675-0+250+000+501+001+501+758"
D
IA
,
L=150
.95
'
,
S=6
.27%OUTSIDE DROPMANHOLESTA 0+00.00(STA 439+42.52)
REMOVE/REPLACE
EX SSMH 205667
PROP SSMH 4-29
RIM 661.16
(N) INV IN 650.60 (8")
(N) INV IN 653.71 (8")
(W) INV IN 649.93 (16")
(SE) INV OUT 649.73 (16")GRADE @PROP. ALIGNMENTC-VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 4:15 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP31-PP37.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILCOLLECTOR SEWERCONNECTION PROFILES - D440078329381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3B - CARGILL BRANCH1-EXIST 10" @ SSMH 4-22-EXIST 10" @ SSMH 4-33-EXIST 10" @ SSMH 4-74-EXIST 10" @ SSMH 4-125-EXIST 10" @ SSMH 4-148-NEW 10" @ SSMH 4-19EXIST 10" @ SSMH 4-19A7-EXIST 6" @ SSMH 4-196-EXIST 10" @ SSMH 4-169-EXIST 10" @ SSMH 4-2310-EXIST 8" @ SSMH 4-2511-NEW 12" @ SSMH 4-2712-EXIST 8" @ SSMH 4-293/11/2021
650655660665670675680650655660665670675680-0+250+000+501+00655660665670675680685655660665670675680685-0+250+000+501+001+501+75660665670675680685690660665670675680685690-0+250+000+501+00670675680685690695700670675680685690695700-0+250+000+501+00670675680685690695700670675680685690695700-0+250+000+501+00660665670675680685690660665670675680685690-0+250+000+500+7510" DIA, L=65.67', S=6.82%8" DIA, L=152.05', S=3.83%8" DIA, L=183.47', S=2.40%4" DIA, L=44.86', S=1.00%12"
D
IA
,
L=336
.07
'
,
S=6
.70%6" DIA, L=23.03', S=31.83%6" DIA, L=27.45',S=2.99%OUTSIDE DROPMANHOLEGRADE @PROP. ALIGNMENTSTA 0+00.00(STA 446+48.43)REMOVE/REPLACEEX SSMH 204068PROP SSMH 4-35RIM 668.93(W) INV IN 657.64 (16")(SE) INV IN 661.67 (8")(SE) INV IN 658.31 (8")(NW) INV OUT 657.44 (16")GRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEOUTSIDE DROPMANHOLESTA 0+00.00(STA 452+81.06)
REMOVE/REPLACE
EX SSMH 288036
PROP SSMH 4-39
RIM 677.47
(S) INV IN 666.41 (8")
(W) INV IN 671.60 (6")
(S) INV IN 671.60 (8")
(NW) INV IN 665.74 (16")
(W) INV IN 666.57 (6")
(NE) INV OUT 665.54 (16")GRADE @PROP. ALIGNMENTSTA 0+00.00(STA 456+09.72)
REMOVE/REPLACE
EX SSMH 288020
PROP SSMH 4-41
RIM 685.65
(N) INV IN 672.95 (12")
(NW) INV IN 671.53 (16")
(S) INV OUT 671.33 (16")GRADE @PROP. ALIGNMENTSTA 0+00.00(STA 457+80.56)
REMOVE/REPLACE
EX SSMH 288021
PROP SSMH 4-42
RIM 689.40
(N) INV IN 681.93 (4")
(NW) INV IN 673.40 (16")
(N) INV IN 674.40 (4")
(SE) INV OUT 673.20 (16")GRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEC-C-C-C-OUTSIDE DROPMANHOLEC-GRADE @PROP. ALIGNMENTSTA 0+12.10
EX WL
STA 452+81.06
REMOVE/REPLACE
EX SSMH 288036
PROP SSMH 4-39
RIM 677.47
(S) INV IN 666.41 (8")
(W) INV IN 671.60 (6")
(S) INV IN 671.60 (8")
(NW) INV IN 665.74 (16")
(W) INV IN 666.57 (6")
(NE) INV OUT 665.54 (16")
STA 0+00.00(STA 445+34.17)PROP SSMH 4-33 (60" DIA)RIM 670.73(N) INV IN 664.39 (10")(S) INV IN 656.56 (16")(N) INV IN 657.06 (10")(E) INV OUT 656.36 (16")EX SSMH 204069 (48" DIA)RIM 673.75(NW) INV OUT 667.50 (8")670675680685690695700670675680685690695700-0+250+000+501+00670675680685690695700670675680685690695700-0+250+000+500+7510" DIA, L=299.46', S=1.76%8" DIA, L=172.36',S=2.50%8" DIA, L=409.56',S=1.00%670675680685690695700670675680685690695700-0+250+000+500+75OUTSIDE DROPMANHOLESTA 0+00.00(STA 459+47.28)REMOVE/REPLACEEX SSMH 204022PROP SSMH 4-43RIM 687.07(NW) INV IN 674.60 (16")(S) INV IN 682.97 (10")(S) INV IN 675.10 (10")(SE) INV OUT 674.40 (16")GRADE @PROP. ALIGNMENTC-STA 0+00.00(STA 460+03.98)REMOVE/REPLACEEX SSMH 204044PROP SSMH 4-45RIM 687.02(S) INV IN 681.50 (8")(N) INV IN 681.50 (8")(N) INV IN 675.64 (8")(S) INV IN 675.64 (8")(E) INV OUT 675.14 (16")STA 460+03.98REMOVE/REPLACEEX SSMH 204044
PROP SSMH 4-45
RIM 687.02
(S) INV IN 681.50 (8")
(N) INV IN 681.50 (8")
(N) INV IN 675.64 (8")
(S) INV IN 675.64 (8")
(E) INV OUT 675.14 (16")GRADE @PROP. ALIGNMENTGRADE @PROP. ALIGNMENTOUTSIDE DROPMANHOLEOUTSIDE DROPMANHOLEC-C-VERTICAL SCALE 1"=4'4'8'4'0HORIZONTAL SCALE 1"=40'20'40'040'80'PLOTTED: 3/3/2021 4:15 PM FILE: C:\pw_working\bvw_americas\d0702837\400783_PP31-PP37.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILCOLLECTOR SEWERCONNECTION PROFILES - D540078330381"=40'1"=40'1"=4'JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPHASE 3B - CARGILL BRANCH13-EXIST 10" @ SSMH 4-3314-EXIST 8" @ SSMH 4-3515-EXIST 8" @ SSMH 4-3917-EXIST 12" @ SSMH 4-4118-EXIST 4" @ SSMH 4-4219-EXIST 10" @ SSMH 4-4320-EXIST 8" @ SSMH 4-4521-EXIST 8" @ SSMH 4-4516-EXIST 6" @ SSMH 4-393/11/2021
1-5/8"(4)-Ø 1" ANCHOR HOLES ONA Ø 32 3/4" B.C.D.MACHINEDSURFACE1 1/2"FRAME27 7/16"26 1/4"24"1 1/2"27"36"4"5/8"NOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 1,2 OR 3 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.U.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSMADE IN USAMO/DAY/YR1046Z PROD. NO.EAST JORDAN IRON WORKS(4)-Ø 1" ANCHORHOLES ON AØ 33 3/4" B.C.D.1 1/2"FRAMEMACHINEDSURFACE4"1"1 1/2"1/2"27 1/4"26 1/4"24"36"27 15/16"WEIGHT - 155 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 135 LB. MIN., 0% MINUS TOLERANCENOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 1,2 OR 3 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.U.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSWEIGHT - 170 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 173 LB. MIN., 0% MINUS TOLERANCE1-5/8"(4)-Ø 1" ANCHOR HOLES ONA Ø 32 3/4" B.C.D.MACHINEDSURFACE1 1/2"FRAMEFRAMEMACHINEDSURFACE1 1/2"4°(4)-Ø 1" ANCHORHOLES ON AØ 31" B.C.D.EAST JORDAN IRON WORKSMADE IN USAMO/DAY/YRCLASS 35202719EAS
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Z1 MADE IN USA27 7/16"26 1/4"24"1 1/2"28 3/8"36"7 1/2"5/8"36"3"1 1/2"7 1/2"27 1/2"26 1/4"24"28 3/16"7/8"5/8"FRAME SECTIONU.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSMO/DAY/YRCLASS 358
0
1
4
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.U.S. FOUNDRY(2)-Ø 1" ANCHORHOLES ON AØ 35 5/8" B.C.D.NOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 4 OR 5 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.WEIGHT - 175 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 154 LB. MIN., 0% MINUS TOLERANCEMACHINEDSURFACE1 1/2"FRAMEMACHINEDSURFACEMACHINEDSURFACE1 1/2"40 3/4"32 1/4"30"1 1/2"32 1/4"33 1/4"4"1 1/2"4"38"32 1/4"30"32 1/4"11/16"FRAMEMACHINEDSURFACE1 1/2"1 1/2"MADE IN U.S.A.EAST JORDAN IRON WORKS001480111480 ZMO
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RU.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSNOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 4 OR 5 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.WEIGHT - 175 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 170 LB. MIN., 0% MINUS TOLERANCEU.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSNOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 1,2 OR 3 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.WEIGHT - 150 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 121 LB. MIN., 0% MINUS TOLERANCEU.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSNOTES:LOAD RATING - HEAVY DUTYMATERIAL - DUCTILE OR CAST IRON AS INDICATED ABOVECOATING - UNDIPPEDUSE WITH TYPE D OR E FRAMEFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.WEIGHT - 165 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 150 LB. MIN., 0% MINUS TOLERANCEMO/DAY/YRCLASS 35USF 760 MADE IN U.S.A.U.S. FOUNDRYDATE1480Z1V-1420PROD. NO.EAST JORDANASTM A48 CL 35BCOHMADE IN U.S.A.MO/DAY/YRMACHINEDSURFACEFRAMEMACHINEDSURFACE2 9/16"33 1/4"32 1/4"30"1 1/2"32 1/4"40 3/4"7/16"5/8"4"30"33 15/16"40 3/4"4 1/2"1 1/2"1 1/2"1"1-5/8"(4)-Ø 1" ANCHOR HOLES ONA Ø 37 1/2" B.C.D.(6)-Ø 1" ANCHORHOLES ON AØ 37" B.C.D.32 3/16"33 1/4"1 1/2"EAST JORDAN IRON WORKSMADE IN THE USAMO
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R2800Z1PROD. NO.(4)-Ø 1" ANCHORHOLES ON AØ 31" B.C.D.MACHINEDSURFACEFRAMEMACHINEDSURFACE4"36"26 1/4"5/8"1 1/2"1 1/2"26 1/4"1 1/2"24"26 1/4"27 1/4"1 1/2"1 1/2"1 1/2"26 1/4"34"MACHINEDSURFACE24"4"MACHINEDSURFACEØ 1" VENT HOLE1 5/8"CAM LOCKSEE ASSEMBLYDETAIL1" ARIAL STYLETEST TYP.(2)-NONPENETRATINGPICKHOLES7"1/2"8 7/8"7/16"7/8"1 1/2"3 1/2"32"28 5/8"3 1/2"1 1/2"MACHINESURFACEVENT HOLE ℄ORS GASKETNEOPRENERUBBER60 DUROMETERUSF CAMLOCK5/8" HEX HEAD BOLTALL GRADE S.S.TYPE 304CAM LOCK45°VENT HOLE11/16"2 1/8"2 1/2"22.50°4°MACHINESURFACEMACHINESURFACEMACHINESURFACEORS GASKETNEOPRENERUBBER60 DUROMETER3/8"3/4"5/8"1 1/4"3/16"5/8"3/8"5/16"3/16" DOVETAILGROOVEØ18"Ø 7/8" CAM LOCKHOLE @ Ø 28 5/8"CLASS 35DATEUSF NLMATERIAL - ASTM A48 CLASS 35PICK HOLES DETAILMATERIAL - ASTM A536 DUCTILE IRON- GRADE 80-55-06PICK HOLES DETAILCHA
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(OUSIDE OF GROOVE)1" LETTERS(RECESSED FLUSH)(2) CLOSEDPICKHOLES1" DIA VENTHOLE(2) CAMS(SEE DETAIL)1 3/4"LETTERINGRECESSED1" LETTERINGRECESSED1 1/2"5/16"9"3 1/2"5/8"27 3/4"1/4"NEOPRENEGASKETVENT HOLEDI 80-55-06GS1480C1CLDIPROD. NO.MO/DY/YRX1 1/4".240".180"3/4"1"7/16"2 1/4"1 3/8"WELD ON JAM NUT OR PEENEND THREADS ON BOLT5/8-11 TYPE 304SS NYLOKNUT5/8-11 HEXJAM NUT TYPE 304 SSBRONZELOCK LUG5/8" I.D. 1 1/2" O.D.RUBBER WASHER5/8" I.D. 1 1/2" O.D.TYPE 304 SS FLAT WASHER5/8"-11 X 31/2" LG TYPE304 SSHEX BOLTWARNINGDO NOT ENTERPLOTTED: 3/3/2021 4:27 PM FILE: C:\pw_working\bvw_americas\d0702837\400783-DXX_PHASE 3.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILCIVIL DETAILS -D64007833138---JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINA3/11/2021
U.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSNOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE A,B OR C FRAMECOVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.COVER SHALL NOT BE OUT OF ROUND.WEIGHT - 150 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 145 LB. MIN., 0% MINUS TOLERANCEU.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSWEIGHT - 165 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 150 LB. MIN., 0% MINUS TOLERANCEUSE WITH TYPE D OR E FRAMECOVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.COVER SHALL NOT BE OUT OF ROUND.NOTES:LOAD RATING - HEAVY DUTYMATERIAL - DUCTILE OR CAST IRON AS INDICATED ABOVECOATING - UNDIPPEDCHARLOTTE - MECKLENBURG UTILITIESSANITARY SEWERMADE IN THE U.S.AWARNINGDO NOT ENTERSANITARYSEWERWARNING: DO NOT ENTER CHARLOTTE - MECKLENBURG UTILITIES(2)-LIFTING BARS26"22"1 1/2"3 1/4"15/16"6 1/4"1 15/16"5 3/16"2 1/8"3/8"2 3/8"1 1/2"1 5/8"1 ARIAL TEXT5/8" ARIAL STYLE TEXTCAM LOCK SEEASSEMBLYDETAIL(2)-NON PENETRATINGPICK HOLESUSF NLDATECLASS 351040AGSMO/DY/YRXPROD. NO.ASTM A48CL35BEAST JORDAN IRON WORKS15/16"5/8" TYPE 304S.S. ROD3/16" DOVTAILGROOVE1/2"3/16"5/8"1 1/4"3/4"3/8"5/16"5/8"3/16" DOVETAILGROOVE3/16"MACHINESURFACEPICK HOLES DETAILØ 7/8" CAM LOCKHOLE @ Ø 22"USF CAMLOCK5/8" HEX HEAD BOLTALL GRADE S.S.TYPE 304MACHINESURFACE3/4" LETTERS(RECESSED FLUSH)(2)-NON PENETRATINGPICK HOLES(2) COREDPICKBARSCAM LOCKSEE ASSEMBLYDETAIL5/8" TYPE 304S.S. RODNUT HEX 5/8"-11TYPE 304 S.S. NYLKLOCK LUGHEX BOLT5/8"-11X3"TYPE 304 SSWASHER1/16"x5/8"x1 1/2"RUBBERNUT HEX JAM 5/8"-11TYPE 304 S.S.WASHER5/8" ID 1.50OD TYPE 304S.S.2 1/18"3 13/16"1 5/8"9/16"Ø11/16"1 3/8"1/2".1800".2400"2 1/4"1 3/8"7/16"1"3/4".240".180"PICK HOLES DETAILØ26"13/16"1 1/2"1/4"NEOPRENEGASKET1/2"Ø 22 13/16"3 1/8"Ø25"O.D. OF GKT GROOVE1 1/8" BOSS3/4" LETTERS(RECESSED FLUSH)1 1/2"1" LETTERS(RECESSED FLUSH)1 1/2"CHA
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- MECKLENBURG UTILITIES1" LETTERS(RECESSED FLUSH)(2) CLOSEDPICKHOLES(2) CAMS(SEE DETAIL)1 3/4"LETTERINGRECESSED1" LETTERINGRECESSED1 1/2"5/16"9"3 1/2"5/8"27 3/4"1/4"NEOPRENEGASKET1 1/2"MACHINESURFACE32"1/4"3 1/2"5/16"9"3 1/2"31 1/4"
(OUSIDE OF GROOVE)WELD ON JAM NUT OR PEENEND THREADS ON BOLT5/8-11 TYPE 304SS NYLOKNUT5/8-11 HEXJAM NUT TYPE 304 SSBRONZELOCK LUG5/8" I.D. 1 1/2" O.D.RUBBER WASHER5/8" I.D. 1 1/2" O.D.TYPE 304 SS FLAT WASHER5/8"-11 X 31/2" LG TYPE304 SSHEX BOLT.240".180"3/4"1"7/16"2 1/4"1 3/8"STREET VIEW - GRAVITY SEWER TRACER WIREPLAN VIEWNEW SERVICE ON EXISTING MAINMAGNESUIM ANODE (1 LB. MIN.)REQUITED WHERE NO TRACER WIREIS LOCATED ON SEWER MAIN (TYP)CURBCURBCURBCURBNO SPLICESPLICEFLOWSEWERSEWERMANHOLENO SPLICESTREET/ROADWAYNO. 12 GAUGESOLID COPPERTRACERWIRE (TYP)WRAP TRACER WIRE AROUNDOUTSIDE OF MANHOLE ANDCONNECT EACH WIRE TOGROUND ROD (SEE CLTWATERSTD. DETAIL)SEWER TRUNK LINEFLOWPLANTING STRIPSIDEWALKSEWERMAIN LINESEWER SERVICE LATERALSEWER SERVICE LATERALSEWER SERVICE LATERALSEWER MANHOLESTREET/ROADWAYPLANTING STRIPSIDEWALKFLOWWRAP TRACER WIRE AROUND OUTSIDEOF MANHOLE AND CONNECT EACH WIRETO GROUND ROD (SEE CLTWATER STD.DETAIL)EXIST. SEWERMAIN LINEWITHOUTTRACER WIRENO. 12 GAUGE SOLIDCOPPER TRACERWIRE (TYP)NO. 12 GAUGESOLID COPPERTRACER WIRE (TYP)NO. 12 GAUGESOLID COPPERTRACER WIRE (TYP)NO. 12 GAUGESOLID COPPERTRACER WIRE (TYP)RIGHT OF WAYEASEMENT LINECLEANOUTCLEANOUTCLEANOUTRIGHT OF WAYEASEMENT LINECONCRETE PAD(SEE CLTWATER STD.DETAIL)VALVE BOXASSEMBLY(SEECLTWATERSTD.DETAIL)PROPERTYEASEMENTLINECONCRETE PAD(SEE CLTWATER STD.DETAIL)VALVE BOXASSEMBLY(SEE CLTWATER STD.DETAIL)PROPERTYEASEMENTLINECONCRETE PAD(SEE CLTWATER STD.DETAIL)VALVE BOXASSEMBLY(SEE CLTWATER STD.DETAIL)NO. 12 GAUGESOLID COPPERTRACER WIRE (TYP)SEWERMANHOLESEWERTRUNKLINESEWEROUTFALLNOSPLICESTREAMNO. 12 GAUGEWRAP TRACER WIREAROUND OUTSIDE OFMANHOLE AND CONNECTEACH WIRE TO GROUNDROD (SEE CLTWATERSTD. DETAIL)FLOWFLOWSTREAMSEWEROUTFALLTRENCH DETAILTRACER WIRE FOR GRAVITY SEWER DEEPER THAN 8 FTPROFILE VIEWWARNING TAPETRACER WIREWARNING TAPETRACER WIRESEWERPIPE12"4' TO 5'FINISH GRADE24"SEWERMANHOLEFINISH GRADESECTION VIEWSEWERMANHOLECONNECTIONDETAILNO. 12 GAUGE SOLIDCOPPER TRACERWIRE (TYP)NO. 12 GAUGESOLID COPPERTRACERWIRE (TYP)FINISH GRADESEWERMANHOLENO SPLICESERVICELATERALSEWERPIPEGRAVITY SEWERMAIN LESS THAN8' DEPTHTRACING WIRESHALL BEATTACHED TOPIPEGRAVITY SEWER MAIN GREATER THAN 8'DEPTH TRACER WIRE SHALL BE ATTACHEDTO PIPE AND PLACED AT A DEPTH OF 4TO 5 FEET DIRECTLY ABOVE SEWER PIPENOTES:1.TRACER WIRE SHOWN AWAY FROM PIPE FOR CLARITY.TRACER WIRE SHALL BE INSTALLED IMMEDIATELYADJACENT TO THE SEWER PIPE. TRACER WIRE SHALL BEFASTENED TO THE PIPE WITH ZIP TIES AR 10 FOOTINTERVALS.2.TRACER WIRE SHALL BE SOLID COPPER NO. 12 GAUGEWITH 30 MILS GREEN HDPE INSULATION.SPRINGLINENOTES:1.FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THESHORING AND BRACING.2.NO ROCKS OR BOULDERS 2" OR LARGER TO BE USED IN TOP 6" OF INITIAL BACKFILL AND NONE 3" OR LARGER INFINAL BACKFILL.3.FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.4.BACKFILL SHALL BE COMPACTED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON-TRAFFIC AREAS.5.TOTAL TRENCH WIDTH SHALL BE MINIMUM OF 1.5XO.D. OF PIPE.6.ACHIEVE 90X COMPACTION IN BEDDING, HAUNCHING AND INITIAL BACKFILL. SEE TECHNICAL SPECIFICATIONSECTION 02315 FOR COMPACTION REQUIREMENTS IN FINAL BACKFILL.7.IF IN EASEMENT; 4" TOPSOIL, AND 12" CLEAN SELECT FILL IS REQUIRED.8.CONTRACTOR SHALL UTILIZE METHODS NECESSARY TO MAINTAIN A FULL 12" OF STONE OVER THE PIPEFOLLOWING EXTRACTION OF TRENCH BOX AND/OR SHEETING.9.CONTRACTOR SHALL ENSURE PIPE COUPLINGS/JOINTS ARE NOT DEFLECTED WHEN TWO PIPES ARE JOINED.10.STONE BEDDING SHALL BE FULLY ENCLOSED IN TYPE A FILTER FABRIC. FOR ENTIRE LENGTH OF FIBERGLASSREINFORCED PIPE.11.INITIALLY PLACE AND COMPACT BEDDING TO 2/3 OF THE TOTAL BEDDING THICKNESS LOOSELY PLACE THEREMAINING BEDDING MATERIAL TO ACHIEVE A UNIFORM SOFT CUSHION IN WHICH TO SEE THE PIPE INVERT.FINISHED GRADESEE NOTE 56" BEDDING IN SOIL OR12" BEDDING IN ROCKFINAL BACKFILL ℄INITIAL BACKFILL UNDISTURBED SOIL6" -12" STONE COVERGEOTEXTILE FABRIC(SEE NOTE 10)#57 STONEPIPE GRADETAMP WELLUNDER BOTTOMHALF OF PIPEO.D. OF PIPEMINIMUM SIDECLEARANCESEE NOTE 11HAUNCHINGNOTES:1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAMFLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITYDISSIPATER CONSTRUCTED OF RIPRAP OR SANDBAGS.2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OROTHER APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THECHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THESEDIMENT FILTER BAG AND THE STREAMBANK.APPROVED SEDIMENT FILTERING DEVICE(SEDIMENT FILTER BAG). PROVIDE POSITIVEDRAINAGE FROM SEDIMENT FILTER BAG TOSTREAM.PPWORK AREA LENGTH NOT TO EXCEED THATWHICH CAN BE COMPLETED IN ONE DAYFLOWSTREAMBANKINTAKE HOSESTREAM DIVERSION PUMPDEWATERING PUMPDISCHARGE HOSESSEDIMENTDIKECLEAN WATERDIKEINTAKEHOSEFLOWDISCHARGE ONTOSTABLE RIPRAP PADTO PREVENT SCOURHOLESUMP-HOLE FOR POOL(12" TO 18" DEEP, 2-FT DIAMETER)TEMPORARY PUMP AROUND SEQUENCE1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.2. INSTALL UP-STREAM SANDBAG DAM.3. INSTALL DOWN-STREAM SANDBAG DAM.4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.5. STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY.TEMPORARY PUMP AROUNDBNO SCALEDEWATERING BAG DETAILCNO SCALENOTES:1.CONTRACTOR SHALL SIZE DEWATERING BAG BASE4D ON FLOW CONDITIONS AND IN ACCORDANCE WITH MANUFACTURERSRECOMMENDATIONS.2.FLOW FROM THE DEWATERING BAG(S) SHALL NOT HAVE A TURBIDITY GREATER THAN 50 NTU.3.THE DEWATERING BAG SHALL BE MADE OF NON-WOVEN GEOTEXTILE WITH A MIN. SURFACE AREA OF 225 SQUARE FEET PER SIDE.4.ALL STRUCTURAL SEAMS SHALL BE SEWN WITH A DOUBLE STITCH USING A DOUBLE NEEDLE MACHINE HIGH STRENGTH THREAD.5.THE SEAM STRENGTH SHALL WITHSTAND 100 LB/IN USING ASTM D-4884 TEST METHOD.6.THE GEOTEXTILE FABRIC SHALL BE A 10 OZ NON-WOVEN FABRIC.7.DISCHARGE FROM THE DEWATERING BAG SHALL BE DIRECTED SUCH THAT PRE-DISTURBANCE HYDROLOGY IS NOT CHANGED.8.SECURE DEWATERING BAG IN PLACE OUTSIDE OF STREAM CHANNEL WITH STAKES AND ROPE TO AVOID ROLLING.PROVIDE HIGH STRENGTHDOUBLE STITCHED JTYPE SEAMSSEWN IN SPOUTHIGH STRENGTH STRAPPINGFOR HOLDING HOSE IN PLACEWATER FLOW FROM PUMPOPENING TO ACCOMMODATEUP TO 4-INCH DISCHARGE HOSEHEAVY DUTYDIRTBAGOR EQUALAGGREGATE UNDERLAYMENT(3-IN THICK NCDOT NO. 57 STONE)TYPICAL TRENCH DETAILANO SCALEPLOTTED: 3/3/2021 4:27 PM FILE: C:\pw_working\bvw_americas\d0702837\400783-DXX_PHASE 3.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILCIVIL DETAILS -D74007833238---JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINA3/11/2021
SLOPES WITH EROSION CONTROL MATTINGDETAIL FOR STABILIZING CHANNELS ANDB. TAMP THE TRENCH FULL OF SOIL. SECURE IN A TRENCH 5 INCHES OR MORE INA. BURY THE TOP END OF THE MATTING1 1/2"NO SCALE#8 GAUGE WIRETYPICAL STAPLES10" DOUBLE ROW OF STAPLES. IN SLIT TRENCH AND TAMPED,D. CHECK SLOT-- FOLD OF MATTING BURIED 4 INCHES DOWN FROM THE TRENCH. WITH ROW OF STAPLES, 10" SPACING, DEPTH.PRESED INTO THE SOIL. AROUND STRUCTURES, AND STAPLE SECURELY.F. PRESS ENDS OF MATTING 4 INCHES INTO THE SOILCKEEP THE MATTING FIRMLYAPART AS REQUIRED TOPLACE STAPLES 3 FEETE. OVERFALLC. OVERLAP MATTING AT UPPER END OF LOWER STRIP AS IN 'A' AND 'B' OVERLAP END OF STAPLE.1. MATTING FOR EROSION CONTROL SHALL BE JUTE MATTING OR EXCELSIOR MATTING.2. MATTING SHALL BE INSTALLED WHERE REQUIRED TO STABILIZE CHANNELS AND SLOPES.NOTES:HARDWARE CLOTHWIRE FENCESTEEL FENCE POSTGRADENOTE:BURY WIRE FENCE, HARDWARE CLOTH, ANDSILT FENCE FABRIC 6 INCHES INTO THETRENCHGRADE18"SILT FENCEFABRICWIRE FENCESTEEL FENCE POST SETMAXIMUM 2'-0" APART#57 OR #5 WASHED STONESTEEL FENCE POSTSILT FENCE FABRICON WIRE FENCEHARDWARE CLOTHON WIRE FENCEHARDWARE CLOTHNOTE:SILT FENCE FABRIC TO OVERLAPHARDWARE CLOTH BY 12 INCHESFLOW DIRECTIONFLOWFLOWFLOWOVERLAP12INCHESOVERLAP12INCHES6"NOTE:USE SILT FENCE OUTLETS ONLY WHENDRAINAGE AREA DOES NOT EXCEED 1/4 ACREAND THERE IS A LOW AREA. USE AS A REPAIROF SILT FENCE FAILURES.#57 OR #5 WASHEDSTONESEDIMENT FENCE OUTLETDNO SCALEANTI-SEEP COLLARENO SCALE6" MIN14"NOTES:1.ANTI-SEEP COLLARS SHALL BE PLACED AT THE LOWERUTILITY LINE GRADIENT AT THE WETLAND BOUNDARY ANDEVERY 150FT UP THE UTILITY LINE GRADIENT UNTIL THEUTILITY EXISTS THE WETLAND AREA.2.UNDERPAD MATERIAL AROUND THE OUTSIDE OF THE PIPESHALL CONSIST OF 1/8" RUBBER SHEET WITH 1/4" NEOPRENESPONGE PADDING EXTENDING 2" MINIMUM BEYOND THEWIDTH OF THE ANTI-SEEP COLLAR TO PREVENT CONCRETEFROM CONTACTING PIPE SURFACE.3.CONCRETE INTERIOR SURFACE SHALL BE SMOOTH.LIFTING UNIT4 - 1/2" STAINLESSSTEEL THREADEDROD WITH WASHERAND NUTS4 x 4 D5\D5 WELDEDWIREREINFORCEMENT6" MIN18"
MIN
12"
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PLOTTED: 3/3/2021 4:27 PM FILE: C:\pw_working\bvw_americas\d0702837\400783-DXX_PHASE 3.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILCIVIL DETAILS -D84007833338---JMGEGKTHCESJMO3/2021METAL FENCE POSTNOT TO SCALESILT FENCEANOTES:8"8"2'-6"DISTURBEDBACKFILLCOMPACTED(SEE NOTE #2)FABRICEARTHFENCINGWIRE MESHUNDISTURBEDEARTH3'-6" MIN @ 8'-0" O.C.1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID THE SILTING OF STREAMS, LAKES, OR OTHER WATER SOURCES DUE TO THE CONSTRUCTION OF THIS PROJECT.2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE GUIDELINES SET FORTH IN THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.3. THE CONTRACTOR SHALL MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES IN A GOOD STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED AT THIS TIME, THE CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO STREAM SILTATION.4. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR A DESCRIPTION OF THE PREPARATION OF SEED BED, APPLICATION RATES, AND MULCHING REQUIRED FOR ALL EXCAVATED AREAS IN THIS PROJECT.1.OBTAIN ALL APPLICABLE PERMITS AND VERIFYTHOSE REQUIRED TO BE DISPLAYED ON-SITE AREAVAILABLE. OBTAIN OFFSITE PERMITSAPPLICABLE AND PROVIDE COPIES TO UNIONCOUNTY.2.ATTEND PRE-CONSTRUCTION CONFERENCEPRIOR TO STARTING CONSTRUCTION.3.INSTALL TEMPORARY CONSTRUCTION ENTRANCEWHERE SHOWN ON THE DRAWINGS AND ATOTHER ACCESS TO STORAGE ANDCONSTRUCTION AREAS.4.INSTALL SILT FENCES, CHECK DAMS, HALF-RINGPROTECTION AND SEDIMENT TRAPS.5.BEGIN CLEARING, GRADING, TRENCHING, ANDBACKFILLING.6.INSPECT ALL SEDIMENT CONTROL DEVICESWEEKLY AND AFTER EACH STORM OCCURRENCEAND REMOVE ACCUMULATED SEDIMENT. ANYNEEDED REPAIRS SHALL BE MADE IMMEDIATELY.7.COMPLETE TRENCHING AND BACKFILLING TOFINISH GRADE.8.SEDIMENT TRAPS SHALL BE CLEANED OUT WHENTHE STORAGE CAPACITY HAS BEEN 50% FILLED.SEDIMENT SHALL BE REMOVED FROM BEHINDSILT FENCES WHEN IT BECOMES 0.5 FEET DEEP.9.DISTURBED AREAS SHALL BE STABILIZED ASSOON AS POSSIBLE, BUT NOT MORE THAN 15DAYS AFTER CONSTRUCTION ACTIVITIES ARECOMPLETED. ANY AREA IN WHICHCONSTRUCTION ACTIVITIES ARE SUSPENDEDFOR MORE THAN 15 DAYS SHALL BE STABILIZEDWITH TEMPORARY SEEDING.10.FERTILIZE, LIME, SEED, AND MULCH DISTURBEDAREAS AT EARLIEST DATE AFTER INSTALLATIONOF PIPE.11.ONCE GROUND COVER IS FIRMLY ESTABLISHED,ALL TEMPORARY EROSION CONTROL MEASURESSHALL BE REMOVED.CONSTRUCTION SEQUENCEEROSION AND SEDIMENT CONTROL GENERAL NOTES1.FENCING TO BE PLACED AT EXTREME LIMIT OF AREA TO BE DISTURBED.2.USE SYNTHETIC FILTER FABRIC IN LIEU OF BURLAP WHEN SILT FENCE IS TO BE USEDMORE THAN 45 DAYS.3.REMOVE SEDIMENT DEPOSITS PRIOR TO REACHING 1/3 HEIGHT OF FENCE.4.WHERE CONSTRUCTION FENCE IS CALLED OUT ON THE PLANS, INSTALL FENCE PRIORTO ANY LAND DISTURBING ACTIVITIES. CONSTRUCTION FENCE SHALL BE COMPOSEDOF ORANGE, CONTRACTOR-GRADE MATERIAL AT LEAST 4' HIGH. STUDDED STEEL TEEPOSTS SHALL BE UTILIZED TO SUPPORT THE CONSTRUCTION FENCE AT 10' SPACING.METAL POSTS SHOULD HAVE PLASTIC CAP FOR SAFETY. CONSTRUCTION FENCE SHALLBE SECURELY FASTENED TO THE TOP, MIDDLE, AND BOTTOM OF EACH POST.CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPERMANENT STREAM CROSSINGBNOT TO SCALENOT TO SCALEPIPE ENCASEMENTNOTES:1.NO PIPE SHALL BE SUPPORTED BY BELL.2.END SECTIONS LESS THAN 4' MAY BE UNSUPPORTED.3.WALL THICKNESS AS PER TABLE UNLESS OTHERWISE SHOWNON PLAN.4.MASONRY SEAL AT ENDS -- 2" x 4" WEEP HOLE AT LOW END.5.ALL PRESSURE PIPES TO HAVE TRACING WIRE IN ALL CASINGBORES.6.GROUT ANNULAR SPACE BETWEEN CARRIER PIPE ANDCASING AS SPECIFIED IN THE PROJECT SPECIFICATIONSCARRIER PIPECONTRACTOR RESPONSIBLE FORINSPECTING MATERIALS AND WELDSTO INSURE ALL SPIDERS WILLFUNCTION PROPERLY.36"CARRIER PIPE12"30"16"24"10"6"8"4"0.500"54"CASING PIPE ID20"30"30"42"12"16"16"8"0.281"0.406"0.500"0.344"0.188"0.250"0.250"0.188"STEEL ENCASEMENT PIPESPIDER SUPPORT AND SPACER AVAILABLEFROM SPIDER MANUFACTURING, INC.INSTALL PER UNION COUNTY INSPECTORAND PER MANUFACTURERS SPECIFICATIONS.FWALL THICKNESSSTREET CROSSINGS0.625"0.344"0.469"0.594"0.375"0.250"0.281"0.281"0.188"WALL THICKNESSRAILROAD CROSSINGSSEE NOTE 6WEEPHOLES1/2 CU YD GRAVEL2. INSTALL DRAINS EACH SIDE OF CARRIER PIPE IN DOWNHILL END WALL.1. SEE DRAWINGS FOR LOCATION, SIZE AND LENGTH OF STEEL PIPE CASINGS.CASEMENT PIPE UNDER ROADNOTES: NOT TO SCALECARRIER PIPETOE OF SLOPE REFERFOR DISTANCE BEYOND8" 2 PARTS SANDCOMMON BRICK MORTAR: 1 PART PORTLAND CEMENTD8"SLOPESHOULDERSHOULDER8"C/L DITCHTYPICAL PIPE CROSSINGEND CLOSURE SECTIONTO PLAN AND PROFILEROADPIPESTEEL CASEMENTAD2ENDCLOSURE4'-0" MIN
SUBGRADEGAS SHOWN
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NWATTLE DETAILANO SCALEJOINING ADJACENT SECTIONSOF GEOTEXTILESECTION A-AISOMETRIC VIEWSUPPORTFRAME2 IN x 4 INSTAPLEPOSTLATHENAILSFLOW12 IN MAX.BEWTWEENNAILS2 FT4 FT16 IN 8 FT MAX.AA2 IN x 4 IN ACROSSTOP OF STONEWOVEN SLIT FILMGEOTEXTILECONSTRUCTION SPECIFICATIONS1.USE NOMINAL 2 INCH X 4 INCH LUMBER.2.STANDARD STRENGTH FILTER FABRIC REQUIRES REINFORCEMENT VIA WIRE FENCE WITH A MINIMUM 14 GAUGE AND MAXIMUMMESH SPACING OF 6 INCHES. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING (AS APPROVED BY ENGINEERS)DOES NOT REQUIRE WIRE MESH SUPPORT FENCE).3.PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE INSPECTION/ENFORCEMENTAUTHORITY SHOWING THAT THE GEOTEXTILE USED MEETS THE REQUIREMENTS IN SECTION H-1 MATERIALS.4.SPACE UPRIGHT SUPPORTS NO MORE THAN 10 FEET APART.5.PROVIDE A TWO FOOT OPENING BETWEEN EVERY SET OF SUPPORTS AND PLACE STONE IN THE OPENING OVER GEOTEXTILE.6.KEEP SILT FENCE TAUT AND SECURELY STAPLE TO THE UPSLOPE SIDE OF UPRIGHT SUPPORTS. EXTEND GEOTEXTILE UNDER2x4.7.WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, FOLD, AND STAPLE TO POST IN ACCORDANCE WITH THIS DETAIL.ATTACH LATHE.8.PROVIDE A MASTIC SEAL BETWEEN PAVEMENT, GEOTEXTILE, AND 2x4 TO PREVENT SEDIMENT-LADEN WATER FROM ESCAPINGBENEATH SILT FENCE INSTALLATION.9.SECURE BOARDS TO PAVEMENT WITH 40D 5 INCH MINIMUM LENGTH NAILS.10.REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN SEDIMENT REACHES 25% OFFENCE HEIGHT. REPLACE GEOTEXTILE IF TORN. MAINTAIN WATER TIGHT SEAL ALONG BOTTOM. REPLACE STONE IF DISPLACED.34 TO 112INCH STONEMASTIC SEALMASTIC SEAL16 INMIN.WOVEN SLIT FILMGEOTEXTILE SILTFENCELATHESILT FENCE ON PAVEMENTDNO SCALEPLOTTED: 3/3/2021 4:28 PM FILE: C:\pw_working\bvw_americas\d0702837\400783-DXX_PHASE 3.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILCIVIL DETAILS -D94007833438---JMGEGKTHCESJMO3/2021CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINACONSTRUCTION ENTRANCEBNO SCALENOTES:1.PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS.2.LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES.3.MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECTFLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BENECESSARY.4.ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY.5.LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF FREQUENT CHECKS OFTHE DEVICE AND TIMELY MAINTENANCE.6.NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THEENGINEER.7.USE CLASS "A" STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER.8.INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROMBYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.STANDARD OUTSIDE DROP MANHOLE CNOT TO SCALETIMBER MAT FOR WETLAND CROSSINGFNOT TO SCALECATCH BASIN INLET PROTECTIONNO SCALEE3/11/2021
CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINASTREAM BANK RESTORATIONANOT TO SCALEPLAN VIEW OF RIP RAP PLACEMENT LIMITSBNOT TO SCALELIVE STAKING AND JOINT PLANTINGCNOT TO SCALEPLAN VIEW SPACING PATTERN FORJOINT PLANTING (IN RIP RAP)DNOT TO SCALELIVE STAKE (IN EARTH)ENOT TO SCALETURF REINFORCEMENT MAT ANCHOR DETAILFNOT TO SCALEPLANTING SCHEDULERIPARIAN ZONE (PIEDMONT REGION)PLOTTED: 3/3/2021 4:28 PM FILE: C:\pw_working\bvw_americas\d0702837\400783-DXX_PHASE 3.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILCIVIL DETAILS -D104007833538---JMGEGKTHCESJMO3/20213/11/2021
CHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPLOTTED: 3/3/2021 4:28 PM FILE: C:\pw_working\bvw_americas\d0702837\400783-DXX_PHASE 3.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILCIVIL DETAILS -D114007833638---JMGEGKTHCESJMO3/2021GCONCRETE SIDEWALKS NO SCALEASPHALT REPLACEMENT IN CDOT ROWFNOT TO SCALEPIPE CAPNO SCALENOTE:ALL ABANDONED IN PLACE PIPINGSHALL HAVE ENDS CAPPED.CURB AND GUTTER EXPANSION JOINTNO SCALECURB AND GUTTERNO SCALECBA(MIN)
6"(MIN)6"(MIN)1'-6"EXIST PIPE TOBE ABANDONEDFILL PIPE COMPLETELYW/ CONCCAP END OFPIPE W/ CONC** CONTRACTOR TO ENSURE CURB AND GUTTER SHALL MATCH EXISTING(MIN)6"1'-01'-06"6"6"-3000 PSI CONCRETE TOMATCH EXISTINGCONCRETE SURFACESAWCUT EXISTING EDGE TOPROVIDE NEAT STRAIGHTEDGE PRIOR TO REPAIR6" LIFTS OF SUITABLE SOIL ORCABC AT OPTIMUM MOISTURECOMPACTED 95% STANDARDPROCTORDRY/UNDISTURBEDEARTHPIPE℄SEE TRENCHDETAIL FORWIDTHEXISTING CONCRETEEXISTING BASE COURSEEXISTING BASE COURSEEXISTING CONCRETE6" MIN. CABC COMP-ACTED TO 100% STD.PROCTOR 3" LIFTS6" MIN.2" MIN.2" LIFTS OF ASPHALT TYPESF 9.5A TO MATCH EXISTINGPAVEMENT THICKNESSTACK EXISTING PAVEMENTEDGE WITH CRS-I OR CRS-II.PATCH TO MATCH EXISTINGPAVEMENTNOTE:1.EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE.BROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED.2.EDGES TO BE TACKED WITH EMULSIFIED ASPHALT TACK CRS-I OR CRS-II.PIPE6" LIFTS OF SUITABLE SOIL ORCABC AT OPTIMUM MOISTURECOMPACTED 95% STANDARDPROCTOR1'-01'-0℄ASPHALT DRIVE REPAIRSDRY/UNDISTURBEDEARTH6" MIN. CABC COMP-ACTED TO 100% STD.PROCTOR 3" LIFTSEXISTING BASE COURSEEXISTING PAVEMENTEXISTING BASE COURSEEXISTING PAVEMENTSEE TRENCHDETAIL FORWIDTHDNO SCALEENO SCALECONCRETE DRIVE REPAIR3/11/2021
NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGEFFECTIVE: 04/01/19GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1.Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3.Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4.Provide ponding area for containment of treated Stormwater before dischargingoffsite.5.Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.HAZARDOUS AND TOXIC WASTE1.Create designated hazardous waste collection areas on-site.2.Place hazardous waste containers under cover or in secondary containment.3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.EQUIPMENT AND VEHICLE MAINTENANCE1.Maintain vehicles and equipment to prevent discharge of fluids.2.Provide drip pans under any stored equipment.3.Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4.Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5.Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1.Never bury or burn waste. Place litter and debris in approved waste containers.2.Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3.Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4.Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5.Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6.Anchor all lightweight items in waste containers during times of high winds.7.Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8.Dispose waste off-site at an approved disposal facility.9.On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.2.Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.3.Contain liquid wastes in a controlled area.4.Containment must be labeled, sized and placed appropriately for the needs of site.5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1.Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.2.Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.3.Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1.Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.2.Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.3.Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.4.Do not stockpile these materials onsite.CONCRETE WASHOUTS1.Do not discharge concrete or cement slurry from the site.2.Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility.3.Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.4.Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail.5.Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.7.Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.8.Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.9.Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.10.At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.2.Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3.Provide stable stone access point when feasible.4.Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.AABELOW GRADE WASHOUT STRUCTURE1:1SIDE SLOPE(TYP.)10 MILPLASTICLINING3'-0"
MIN.
& X'
MAX.SECTION A-ANOT TO SCALEABOVE GRADE WASHOUT STRUCTURENOT TO SCALEPLANSECTION B-BHIGHCOHESIVE &LOW FILTRATIONSOIL BERM8"6"2'HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.)10 MILPLASTIC LININGBB3'-0"
MIN.
& X'
MAX.ASANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESNOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES75% OF THE STRUCTURES CAPACITY.3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARY MARKED WITH SIGNAGE NOTING DEVICE.NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUIDAND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDEADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD.3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARY MARKED WITH SIGNAGENOTING DEVICE.ONSITE CONCRETE WASHOUTSTRUCTURE WITH LINERCONCRETEWASHOUTCONCRETEWASHOUTPLANCLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)SILT FENCE10'
MIN 10'MINSECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a)Perimeter dikes,swales, ditches, andperimeter slopes(b)High Quality Water(HQW) Zones(c)Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d)Slopes 3:1 to 4:1(e)Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake WatershedCHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPLOTTED: 3/3/2021 4:28 PM FILE: C:\pw_working\bvw_americas\d0702837\400783-DXX_PHASE 3.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILEROSION CONTROL NOTES -D124007833738---JMGEGKTHCESJMO3/20213/11/2021
PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record.NOTE: The rain inspection resets the required 7 calendar day inspection requirement.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION B: RECORDKEEPING1.E&SC Plan DocumentationThe approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items pertaining to the E&SC plan shall be documented in the mannerdescribed:2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on thesite and available for agency inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:(a)This general permit as well as the certificate of coverage, after it is received.(b)Records of inspections made during the previous 30 days. The permittee shall recordthe required observations on the Inspection Record Form provided by the Division ora similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.(c)All data used to complete the Notice of Intent and older inspection records shall bemaintained for a period of three years after project completion and made availableupon request. [40 CFR 122.41]PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION C: REPORTING1.Occurrences that must be reportedPermittees shall report the following occurrences:(a)Visible sediment deposition in a stream or wetland.(b)Oil spills if:·They are 25 gallons or more,·They are less than 25 gallons but cannot be cleaned up within 24 hours,·They cause sheen on surface waters (regardless of volume), or·They are within 100 feet of surface waters (regardless of volume).(a)Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean WaterAct (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85.(b)Anticipated bypasses and unanticipated bypasses.(c)Noncompliance with the conditions of this permit that may endanger health or the environment.2.Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriateDivision regional office within the timeframes and in accordance with the other requirements listed below.Occurrences outside normal business hours may also be reported to the Division's Emergency Responsepersonnel at [phone], [phone] or [phone].EFFECTIVE: 04/01/19NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTINGCHARLOTTE WATERBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International CompanyPROJECT-ENGRDRAWN BYDESIGNED BYSURVEYED BYAPPROVED BYDATESHEETOFREVISIONNO.DATEBYAS BUILTDATEPLANPROFILEHOR.VERT.SCALESJOB NO.FILE NO.CHARLOTTE, NORTH CAROLINAPLOTTED: 3/3/2021 4:28 PM FILE: C:\pw_working\bvw_americas\d0702837\400783-DXX_PHASE 3.dwgISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONLITTLE HOPE CREEK BASINSANITARY SEWER IMPROVEMENTSCIVILEROSION CONTROL NOTES -D134007833838---JMGEGKTHCESJMO3/20213/11/2021