20191264 Ver 1_Phase 2 Site Plans (REDUCED)_20190920

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GEORGE W LILES PKWYLANGFORD AVE NWPHASE 1 (DROP-OFFCOMPLETE)PHASE 1 PARKING(COMPLETE)FUTURE PHASE(PEDESTRIANBRIDGE)FUTURE PHASE(ATHLETIC FIELD)PHASE 2(ADDITIONALPARKING)LOCATION OF FIREHYDRANT TO BEINSTALLED AS PART OFPHASE 2LOCATION OF MANUAL SWINGGATE WITH KNOX BOX TO BEINSTALLED AS PART OF PHASE 2PROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.COVER SHEETC000N
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VICINITY MAPSCALE: 1" = 200'CIVIL/LANDSCAPETIMMONS GROUP610 EAST MOREHEAD STREET, SUITE 250CHARLOTTE, NORTH CAROLINA 28202CONTACT: BRIAN CRUTCHFIELDPHONE: [phone]EMAIL: [e-mail], NORTH CAROLINAWEST CABARRUS YMCADRAWINGC000C100OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN COVER SHEETTITLEC - SERIES DRAWING ABBREVIATIONS:ADV - ADVANCEAFG - ABOVE FINISHED GRADEAPPR LOC. - APPROXIMATE LOCATIONASS'Y - ASSEMBLYB/C - BACK OF CURB.B/L - BASE LINEB/W - BOTTOM OF WALLCBR - CALIFORNIA BEARING RATIOCG - CURB AND GUTTERC/L - CENTERLINECL - CLASSCMP - CORRUGATED METAL PIPECO - CLEAN OUTCONC - CONCRETECONN - CONNECTIONCP - CORRUGATED PLASTICCY - CUBIC YARDDI - DROP INLETDIP - DUCTILE IRON PIPEDR - DRIVEDS - DOWNSPOUTE - ELECTRICEA - EACHE BOX - ELECTRICAL BOXELEC - ELECTRICE/P - EDGE OF PAVEMENTE/S - EDGE OF SHOULDEREX - EXISTINGF/C - FACE OF CURBFDC - FIRE DEPARTMENT CONNECTIONFF - FINISHED FLOORFH - FIRE HYDRANTF/L - FLOW LINEFL - FIRE LANEG - GASGND - GROUNDGTS - GAS TEST STATIONGV - GAS VALVEHDPE - HIGH DENSITY POLYETHYLENEHORIZ - HORIZONTALINV - INVERTLF - LINEAR FEETMECH - MECHANICALMH - MANHOLEMIN - MINIMUMMIN S - MINIMUM SLOPEMJ - MECHANICAL JOINTNIC - NOT IN CONTRACTOHE - OVERHEAD ELECTRICOHP- OVERHEAD POWEROHT - OVERHEAD TELEPHONEPB - PLAT BOOKPC - POINT OF CURVATUREPED - PEDESTALPG - PAGEPH - PHASEPI - POINT OF INTERSECTIONPKG - PARKINGP/L - PROPERTY LINEPT - POINT OF TANGENTPP - POWER POLEPVC - POLYVINYL CHLORIDEPVMT - PAVEMENTPWR - POWERRD - ROOF DRAINRJ - RESTRAINED JOINTR/W - RIGHT-OF-WAYREQ'D - REQUIREDRCP - REINFORCED CONCRETE PIPES - SLOPESAN - SANITARY SEWERSDWK - SIDEWALKSF - SILT FENCESPT - SPOT GRADESS - SANITARY SEWER CONNECTIONSTA - STATIONSTD - STANDARDSTM - STORMSTMH - STORM SEWER MANHOLET - TELEPHONETCM - TELECOMMUNICATIONS MANHOLET/C - TOP OF CURBTEL - TELEPHONEUGE - UNDERGROUND ELECTRICUNK - UNKNOWNUP - UTILITY POLEVAR - VARIABLEVERT - VERTICALW/ - WITHW/L - WATER LINEW - WATERWUS - WATERS OF THE USX-ING - CROSSINGØ- DIAMETER DRAWING INDEXOVERALL SITE LAYOUT PLAN C3001.SITE ADDRESS:5325 LANGFORD AVE NWCONCORD, NC 280272.ZONING: TND - TRADITIONAL NEIGHBORHOOD DEVELOPMENT3.TOTAL SITE AREA: 11.19 ACRES4.BUILDING SQUARE FOOTAGE: 65,286 (EXISTING)5.DISTURBED ACREAGE FOR PHASE 1: ±0.55 ACRES6.NEW BUILT UPON AREA: 3625 SF (0.08 AC) IN PHASE 17.USE: HEALTH, WELLNESS AND FITNESS CENTER8.PIN NUMBER: 560120057700009.WATERSHED OVERLAY DISTRICT: NONE10.FIRM: PANEL 3710560100J DATED 11/5/2008PARCEL IS LOCATED IN ZONE 'AE' OF THE FEMA FLOOD ZONE AND THE COMMUNITY FLOOD ZONE.11.PARKING REQUIREMENTS:SEE ZONING CODE SUMMARY ON SHEET C200GENERAL NOTES:ARCHITECTMORRIS BERG ARCHITECTS1401 WEST MOREHEAD STREET, SUITE 125CHARLOTTE, NORTH CAROLINA 28208CONTACT: TARIK HAMEED PHONE: [phone]GRADING PLANC603OVERALL PHASE I EROSION CONTROL PLANC401DESCRIPTIONELEVATION20095.32T/C95.32E/P95.32SWLLEGENDSEWEREXISTING SANITARY SEWERSANITARY SEWERSANITARY MANHOLE NUMBERW/ COORDINATE LOCATIONEX SANITARY MANHOLESANITARY MANHOLEEXISTING CLEAN OUTCLEAN OUT8'' SAN8''SANE 9378.25N 7605.80WATEREXISTING WATER LINEWATER LINEEXISTING WATER VALVEWATER VALVEPOST INDICATOR VALVEEXISTING WATER METERWATER METEREXISTING FIRE HYDRANTFIRE HYDRANTWATER LINE REDUCEREX WATER LINE PLUGWATER LINE PLUGWATER LINE CROSSWATER LINE TEEFIRE DEPT CONNECTIONWATER SPIGOTEXISTING WELL CASING8''W8'' W8'' WMISCELLANEOUS UTILITIESEXISTING LIGHT POLEEXISTING YARD LIGHTEXISTING GROUND LIGHTLIGHT POLESEXISTING UTILITY POLEUTILITY POLEEXISTING GUY WIREEXISTING ELECTRIC METEREXISTING OVERHEAD ELECTRICOVERHEAD ELECTRICEX UNDERGROUND ELECT LINEUNDERGROUND ELECTRIC LINEEXISTING TELEPHONE PEDESTALEXISTING TELEPHONE MANHOLEEX OVERHEAD TELEPHONE LINEOVERHEAD TELEPHONE LINEEX UNDERGROUND TELEPHONE LINEUNDERGROUND TELEPHONE LINEEX OVERHEAD FIBER OPTIC LINEOVERHEAD FIBER OPTIC LINEEX UNDERGROUND FIBER OPTIC LINEUNDERGROUND FIBER OPTIC LINEEX CABLE TV PEDESTALEX OVERHEAD CABLE TV LINEOVERHEAD CABLE TV LINEEX UNDERGROUND CABLE TVUNDERGROUND CABLE TV LINECOMBINED POWER/CATVCOMBINED POWER, TELE, CATVCOMBINED POWER, TELEPHONECOMBINED TELEPHONE, CATVOHPOHPUGPUGPOHTOHTUGTUGTOFOOFOUFOUFOOCATVOCATVUCATVUCATVUG P/CUG P/T/CUG P/TUG T/CSITEEXISTING STORM SEWERSTORM SEWEREX DROP INLETDROP INLET & STRUCTURE NUMBEREXISTING STORM SEWER MANHOLESTORM SEWER MANHOLEEXISTING ROOF DRAIN DOWNSPOUTROOF DRAIN DOWNSPOUTEXISTING CURBCURBEXISTING CURB & GUTTERCURB & CUTTERPROPERTY LINEBENCH MARKAPPROX BORING LOCATIONLIMITS OF CONSTRUCTIONEXISTING TREE LINECLEARING LIMITSEXISTING SHRUBEXISTING TREEEXISTING FENCEFENCEEXISTING CONTOURCONTOURSPOT ELEVATIONC/L SWALEEXISTING SIGNSIGNBOLLARDEXISTING FLAG POLEPROPERTY MARKER FOUND / ROD FOUNDPIPE FOUNDNATURAL GASEXISTING GAS METEREXISTING GAS VALVEEXISTING GAS LINEGAS LINEGGXXX2001SCTT
D1B-1C200GRADING PLANC403C306PHASE II EROSION CONTROL PLANPLANTING PLAN C602C404GRADING PLANPLANTING PLANC400EROSION CONTROL NOTES AND DETAILSC311C310EROSION CONTROL NOTES AND DETAILSOVERALL GRADING PLANGRADING PLANC402C601OVERALL PLANTING PLAN C600PLANTING PLAN NOTICE TO CONTRACTOR:PRIOR TO CONSTRUCTION VERIFY AND MARK/FLAG THELOCATION OF THE EXISTING AT&T UNDERGROUND UTILITYLINE AND MAINTAIN THROUGHOUT CONSTRUCTIONC201SITE LAYOUT PLANC202SITE LAYOUT PLANC700NOTES AND DETAILSC203SITE LAYOUT PLANC305PHASE II EROSION CONTROL PLANC307OVERALL PHASE II EROSION CONTROL PLANC301PHASE I EROSION CONTROL PLANC302PHASE I EROSION CONTROL PLANC303PHASE I EROSION CONTROL PLANPHASE II EROSION CONTROL PLANC308C701NOTES AND DETAILSC406STORM PROFILESEXISTING CONDITIONS AND DEMOLITION PLANC101C102EXISTING CONDITIONS AND DEMOLITION PLAN C103EXISTING CONDITIONS AND DEMOLITION PLAN C104EXISTING CONDITIONS AND DEMOLITION PLAN C204SITE LAYOUT PLANC304PHASE I EROSION CONTROL PLANPHASE II EROSION CONTROL PLANC309C405STORM DRAINAGE AREA MAPC604PLANTING PLANNOT INCLUDED IN THIS SETNOT INCLUDED IN THIS SETNOT INCLUDED IN THIS SETNOT INCLUDED IN THIS SETNOT INCLUDED IN THIS SETNOT INCLUDED IN THIS SETC702NOTES AND DETAILSPREVIOUSLY APPROVEDPREVIOUSLY APPROVEDPREVIOUSLY APPROVEDPREVIOUSLY APPROVEDPREVIOUSLY APPROVEDNOT INCLUDED IN THIS SETC407PRE DEVELOPMENT DRAINAGE AREA MAPC408POST DEVELOPMENT DRAINAGE AREA MAPC409IMPERVIOUS BREAKDOWN MAPC500BMP NOTES AND DETAILSCITY OF CONCORD FIRE DEPARTMENT NOTES1.This jurisdiction abides by and enforces the requirements of NFPA 241 for construction projects. Adocument we refer to as an NFPA 241 letter is required verifying that all parties involved in this projectknow of and agree, to abide by the provision requiring water, hydrants, and access roads be inoperation prior to vertical combustible construction.2.When fire apparatus access roads or a water supply for fire protection is required to be installed, suchprotection shall be installed and made serviceable prior to and during the time of construction exceptwhen approved alternative methods of protection are provided. (NCFC 501.4).3.Needed Fire Flow for the structure must be provided and maintained.4.The site address shall be posted in a temporary form and upon completion in a permanent form in avisible location in 6 inch characters in a reflective material & contrasting color. (NCFC 505.1).5.Approved fire apparatus access roads shall be provided for every facility or building within thejurisdiction. The fire apparatus access shall extend to within 150 feet of all portions of the facility asmeasured by an approved route around the exterior of the facility. (NCFC 503.1.1).6.Access roads to building are required to be 20 feet in width for buildings up to 30 feet high and 26 feetfor those over 30 feet. (NCFC 503.2.1).7.Fire access roads shall have unobstructed clearance of 13 foot 6 inches. (NCFC 503.2.1).8.The required turning radius of fire access roads shall be determined by the fire official. (NCFC503.2.4).9.Dead end access roads in excess of 150 feet in length shall be provided with an approved area forturning around fire apparatus. (NCFC 503.2.5).10.Fire lanes required for access to the structure are required to be stripped and marked by signsprohibiting parking in areas where access may be blocked. Blockage to access after construction mayresult in future requirements for stripping and signage. Contact Concord Fire Marshal's Office prior tolane stripping for details. All lanes shall be marked in accordance with department specifications andapproved prior to installation. (NCFC 503.3).11.Where a portion of the facility or building hereafter constructed or moved into or within the jurisdictionis more than 400 feet from a hydrant on a fire apparatus access road, as measured by an approvedroute around the exterior of the building, on-site fire hydrant and mains shall be provided whererequired by the fire code official. (NCFC 507.5.1).12.Fire Hydrants - Public hydrants shall be painted yellow and Private Hydrants shall be painted Red. Allnew hydrants shall be equipped with a 5” Storz fitting.13.Fire Department Connections (FDC) shall be provided for sprinkler systems and be remote from thebuilding with signage. (NCFC 912.1). The location may not obstruct access to the buildings for otherfire apparatus due hose connection (NCFC 912.2) see section 912 for details on FDC's.14.Fire Hydrants are required within 200 feet of the location of the FDC.15.Structures under construction are required to have temporary fire extinguishers on site duringconstruction.16.Fire apparatus access roads shall not exceed 10 percent in grade. (NCFC D103.2).17.Buildings exceeding three stories or 30 feet in height shall have at least two means of fire apparatusaccess for each structure. (NCFC D105.1 & D105.2).18.Buildings exceeding 62,000 s.f. without sprinklers or 124,000 s.f. with sprinklers shall have two accessroads placed a distance apart equal to not less than one half of the length of the maximum overalldiagonal dimension of the property or area to be served, measured in a straight line betweenaccesses. (NCFC D104.2 & D104.3).19.Multiple-family residential developments having more than 100 dwelling units shall be equippedthroughout with two separate and approved fire apparatus access roads. Projects equipped throughoutwith approved automatic sprinkler systems may have one entrance up to 200 units and above 200must have a second remote entrance (NCFC D106.1 & D106.2).20.One or Two-family residential developments. Developments where the number of dwelling unitsexceeds 30 shall be provided with separate and approved fire apparatus access roads and shall meetthe requirements of D104.3 (NCFC D107.1).21.Where two access roads are required, they shall be placed a distance apart equal to not less than onehalf of the length of the maximum overall diagonal dimension of the property or area to be served,measure in a straight line between accesses. (NCFC D104.3).22.Please see Concord Fire & Life Safety Web Page for details and specifications(http://www.concordnc.gov/Departments/Fire/Fire-Prevention-Division/Fire-Prevention-Division-Downloads).23.The Occupancy of the building/upfit area shall not be conducted prior to a Certificate of Compliance &Occupancy being obtained from the Cabarrus County Building Inspection Department.E001ELECTRICAL NOTES & LEGENDSE002ELECTRICAL SPECIFICATIONSE101ELECTRICAL SITE PLANNOT INCLUDED IN THIS SET
POWER COMPANYTRANSFORMERMETERWWWWWWFFE (UPPER LEVEL): 654.00FFE (LOWER LEVEL): 640.00X
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XCOCOCOCOCOCOCOCOCOCOCOCOXXXXXXXXXXXXXXXXXXX XXXXEXCHANGE STREET NW(SR 1430)WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWCOCOGEORGE W. LILES BOULEVARDVINING STREET NWLANGFORD AVENUE NWJOHN GALT WAY NWINTERSTATE 85 NORTH - EXIT RAMPXXXXUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP UGPUGPUGPPHASE 3(FUTURE)PHASE 3 (FUTURE)PHASE 1CANNON MEMORIAL YMCA, INC.DB.3479 PG. 222MB.39 PG. 15601-20-057711.190 ACRESAREA 1.209 ACRES ±A DIVISION OF TM 5600-29-0764A DIVISION OFDB 1482 PG 82 &DB 1901 PG 298PHASE I(DROP-OFFIMPROVEMENTS)PHASE 2PHASE 2FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
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0 FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100INTERMITTENTSTREAM C - 19' LONGINTERMITTENTSTREAM D - 173' LONGFEMA X SECTION 036 BFE 606.9'FEMA X-SECTION 030 BFE= 605.0APPROXIMATE TOP OF BANKAPPROXIMATE TOP OF BANKAPPROXIMATE CREEK CENTERLINEUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFERUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFEREXISTING WETLAND B(0.06 ACRES)INTERMITTENT STREAM BLOWER PORTION - 62' LONGINTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM BUPPER PORTION - 48' LONGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKING30' SANITARYSEWEREASEMENTEXISTING SANITARY SEWER EASEMENTEXISTING STORMDRAINAGE EASEMENTUPDATEDSURVEYBOUNDARYSURVEYBOUNDARY,SEEGENERALNOTE #1,THIS SHEETEXISTING STRIPINGTO BE REMOVEDEXISTINGSTRIPINGTO BEREMOVEDEXISTINGSTRIPINGAND CURB TOBE REMOVEDEXISTING CURBTO BE REMOVEDLANDSCAPINGTO BE REMOVEDEXISTING CMPCULVERT CROSSINGEXISTING RIP RAPTO REMAINEXISTING RIP RAPAPRON TO BE REMOVEDPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.OVERALL EXISTINGCONDITIONS &DEMOLITION PLANC100DEMOLITION LEGENDREMOVE CONCRETE,GRAVEL, ASPHALT,BUILDINGREMOVE TREE, FENCE,UTILITY LINES0SCALE 1"=40'80'40'N
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3SHEETC101SHEETC102SHEETC103 SHEETC104LIMITS OF UPDATEDTOPOGRAPHIC SURVEYDEMOLITION NOTES:1.NO DEMOLITION TO OCCUR PRIOR TO HOLDING A PRE-CONSTRUCTION MEETING.2.CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF DEMOLITION ASDESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS. CONTRACTOR IS TO OBTAIN ALLPERMITS.3.CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR RELOCATION WITHAPPLICABLE UTILITY COMPANIES, IE, GAS, CABLE, POWER, TELEPHONE, WATER, SEWER, ETC.4.CONTRACTOR IS RESPONSIBLE TO IMMEDIATELY FIX ANY ACTIVE UTILITIES DAMAGED DURINGCONSTRUCTION AT CONTRACTOR'S EXPENSE.5.ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE SITE AND DISPOSEDOF PER LOCAL ORDINANCES.6.INSTALL 6' CHAIN LINK FENCE AROUND PERIMETER OF CONSTRUCTION AREA DURING DEMOLITIONAND CONSTRUCTION.7.SAW-CUT CONCRETE AND ASPHALT PAVEMENT, SIDEWALK OR CURB AND GUTTER BEFOREEXCAVATION WHERE CONSTRUCTION PLANS SHOW TIE-INS. SAWCUT AT NEAREST CONTROLJOINT WHENEVER POSSIBLE.8.CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC (VEHICULAR AND PEDESTRIAN)CONTROL DURING CONSTRUCTION.9.CONTRACTOR SHALL NOTIFY WEST CABARRUS YMCA AND SURROUNDING BUSINESSES OF ANYUPCOMING PARKING LOT CLOSURES.10.DEMOLITION OF STORM DRAINAGE AND SANITARY SEWER SYSTEM(S) BY CONTRACTOR SHALLALLOW FOR CONTINUOUS USE OF THE SYSTEM(S).11.REPAIR OR REPLACE ANY ADJACENT CONCRETE CURBING AND / OR SIDEWALK DAMAGED AS PARTOF THE DEMOLITION PROCESS.12.NO HEAVY EQUIPMENT ALLOWED WITHIN TREE PROTECTION ZONE. ANY REQUESTED USE MUSTBE APPROVED BY THE CITY'S URBAN FORESTER.13.EXISTING SIGNAGE SHALL BE CAREFULLY REMOVED AND STORED UNTIL PROJECT COMPLETIONAT WHICH TIME SHALL BE REINSTALLED AT SPECIFIED LOCATIONS. CONTRACTOR SHALLCOORDINATE FINAL LOCATIONS WITH CITY INSPECTOR.14.THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, AND EXISTENCE OF ANY UTILITIES(ELECTRICAL, MECHANICAL, WATER, SEWER, TELEPHONE, GAS, STORM DRAINAGE, ETC.) WITHINTHE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION. SUBSURFACE FEATURES ARE SHOWN INAPPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITYEXPLORATION TO DETERMINE UTILITY LOCATIONS AND DEPTHS. CONTRACTOR SHALL VERIFYLOCATIONS AND SIZES OF ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OFDEMOLITION/CONSTRUCTION AND SHALL REPAIR OR REPLACE ANY DAMAGES TO EXISTINGUTILITIES RESULTING FROM CONSTRUCTION. THE OMISSION OF, OR ILLUSION OF UTILITYLOCATIONS ON THE PLANS IS NOT TO CONSIDERED AS THE NON-EXISTENCE OR DEFINITELOCATION EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO THE UNDERGROUND UTILITIESSHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.15.CONTRACTOR SHALL CAP AND ABANDON IN PLACE ANY SANITARY SEWER AND WATER LINESSERVING THE DEMOLISHED BUILDINGS IN ACCORDANCE WITH UTILITY COMPANY STANDARDS ANDSPECIFICATIONS.16.CONTRACTOR TO COORDINATE RELOCATION OF EXISTING UTILITY POLES AND OVERHEAD LINESWITH RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK.TREE PROTECTION NOTES:1.SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION STAGING, MATERIAL STORAGE, VEHICULAROR PEDESTRIAN TRAFFIC, TRENCHING OR OTHER LAND DISTURBING ACTIVITY IS NOT ALLOWED INTHE TREE PROTECTION ZONE. TREE PROTECTION FENCING MUST BE INSTALLED BEFORECOMMENCEMENT OF CONSTRUCTION AND NOT REMOVED UNTIL FINAL INSPECTION.2.TREE PROTECTION FENCE IS TO BE LOCATED PER THE CONSTRUCTION DOCUMENTS OR AT AMINIMUM OF 1 FOOT PER TREE DIAMETER INCH AWAY FROM THE TREE.3.GRUBBING IN THE TREE PROTECTION AREAS IS NOT ALLOWED. LEAVE SOIL, MULCH AND LEAFLITTER UNDISTURBED. SUPPLEMENTING WITH 1 TO 2 INCHES OF MULCH IS ACCEPTABLE. MULCHVARIETY TO BE APPROVED BY CIVIL ENGINEER PRIOR TO PLACEMENT.4.EXPOSED TREE ROOTS MUST BE CUT CLEANLY WITH SHARP, APPROVED PRUNING TOOL.BACKFILL ROOTS IMMEDIATELY TO AVOID EXPOSURE TO AIR.5.UNDERBRUSH, VINES, BRUSH AND TREES LESS THAN TWO (2) INCHES IN CALIPER MAY BEHAND-REMOVED, CUT FLUSH WITH THE SURFACE. EXISTING TREES MAY BE LIMBED UP SIX (6)FEET TO IMPROVE VISIBILITY AND PLANT HEALTH. TWO-THIRDS (2/3) OF ALL BRANCHES MUSTREMAIN AFTER LIMBING.6.PROPOSED AND EXISTING UTILITIES LOCATIONS ARE SHOWN WITHIN THE CONSTRUCTIONDOCUMENTS FOR COORDINATION WITH PROPOSED AND EXISTING PLANTING MATERIALS.
20' PROPOSED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' PROPOSED EASEMENTFFE (LOWER LEVEL): 640.00XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCBRIM: 623.42INV IN: 615.84INV OUT: 615.79WWWWWWWWWWWWWWWWWLANGFORD AVENUE NW622639638638637637636636635635634634633623624624625625624623623623622622621621622633633632631632629638638639638632633634634635637636636635634640630628626629627630629631627628630630652632636636637633621620618619618616614635623625627624625627626628624624626UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP61563964264140636637638639PHASE 3 (FUTURE)PHASE 1CANNON MEMORIAL YMCA, INC.DB.3479 PG. 222MB.39 PG. 15601-20-057711.190 ACRESPHASE 2FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
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0FEMA100
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYAPPROXIMATE TOP OF BANKAPPROXIMATE TOP OF BANKAPPROXIMATE CREEK CENTERLINEUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFEREXISTING WETLAND A(0.11 ACRES)INTERMITTENT STREAM BLOWER PORTION - 62' LONGINTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM B UPPER PORTION - 48' LONGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANLOADING AREALOADING AREAFIRE LANE - NO PARKINGFIRE LANE - NO PARKING30' SANITARYSEWER EASEMENTEXISTING SANITARY SEWER EASEMENTEXISTING STORMDRAINAGE EASEMENTUPDATEDSURVEYBOUNDARYEXISTING BUILDINGEXISTING WETLANDS TO BE PERMITTEDTHROUGH THE U.S. ARMY CORPS OFENGINEERS AND REMOVEDREMOVEEXISTINGFENCE TO THISPOINTEXISTING CMPCULVERT CROSSINGTO REMAIN DURINGCONSTRUCTIONEXISTING 30" SANITARY SEWER LINETO REMAIN. CONTRACTOR TOPROTECT AS NECESSARY.CONTRACTOR TO PROTECTUNDERGROUND ELECTRICALSERVICE AT THIS LOCATION.EXISTINGFIREHYDRANTEXISTING TRANSFORMER TO REMAIN,CONTRACTOR TO PROTECT AS NECESSARY.EXISTING TRANSFORMER TO REMAIN,CONTRACTOR TO PROTECT AS NECESSARY.EXISTING RIP RAP APRON TO REMAIN.CONTRACTOR TO PROTECT AS NECESSARY.EXISTING SHED IN THIS AREA TOBE RELOCATED CONTRACTORTO COORDINATE WITH OWNERFOR NEW LOCATIONSAWCUT EXISTINGCURB & GUTTER, TYP.EXISTING WATER LINE TOREMAIN, CONTRACTOR TOPROTECT AS NECESSARY.SAWCUT EXISTINGASPHALT, TYP.EXISTING RIP RAP APRONTO BE REMOVEDREMOVE APPROXIMATELY 668LINEAR FEET OF EXISTINGCHAIN LINK FENCESAWCUT AND REMOVEEXISTING CURB ANDGUTTER, TYP.CONTRACTOR TOAPPLY SEAL COATOVER EXISTINGSTRIPING, TYP.EXISTING SANITARY SEWERTO REMAIN, CONTRACTOR TOPROTECT AS NECESSARYSAWCUT AND REMOVEEXISTING CURB ANDGUTTER, TYP.EXISTING STORM STRUCTURETO BE CONVERTED TOJUNCTION BOX WITH LIDSAWCUT AND REMOVEEXISTING C&GSAWCUT EXISTING ASPHALTPAVEMENT AND REMOVESAWCUT EXISTING ASPHALTPAVEMENT AND REMOVEEXISTING LIGHT POLETO BE RELOCATED(SEE SHEET C201 FORFINAL LOCATION)EXISTING LIGHT POLETO BE RELOCATED(SEE SHEET C201 FORFINAL LOCATION)48 LF OF JURISDICTIONAL STREAM CHANNELTO BE PERMITTED THROUGH THE U.S. ARMYCORPS OF ENGINEERS AND REMOVED54 LF OF JURISDICTIONAL STREAM CHANNELTO BE PERMITTED THROUGH THE U.S. ARMYCORPS OF ENGINEERS AND REMOVEDPORTION OF EXISTING WETLANDSTO REMAIN, CONTRACTOR TOPROTECT AS NECESSARYPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.EXISTING CONDITIONS& DEMOLITION PLANC101DEMOLITION LEGENDREMOVE CONCRETE,GRAVEL, ASPHALT, BUILDING,ISLAND, CURB AND GUTTERREMOVE TREE, FENCE,UTILITY LINES0SCALE 1"=20'40'20'N
A
D

8
3 LIMITS OF UPDATEDTOPOGRAPHIC SURVEYSEE SHEET C100 FORDEMOLITION NOTES ANDEXISTING UTILITY NOTESREMOVE SHRUBTPTP
5' SETBACKWWWWWW20' RECORDED EASEMENT20' PROPOSED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' PROPOSED EASEMENTFFE (LOWER LEVEL): 640.00X
X
X
X
X
X
X
X
X
X
X
X
X
6
1
2
630XXXXXXXXXXXXXXXXXXXXXXXXXXWWWWWWWWGEORGE W. LILES BOULEVARDLANGFORD AVENUE NWPHASE 3 (FUTURE)PHASE 1PHASE I(DROP-OFFPHASE I(DROP-OFFIMPROVEMENTS)PHASE 2FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
F
EM
A
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0
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EM
A
5
0
0
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EMA
5
0
0FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
EM
A
1
0
0
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EM
A
1
0
0
FEMA
1
0
0
FEMA
1
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0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYINTERMITTENTSTREAM C - 19' LONGINTERMITTENTSTREAM D - 173' LONGEXISTING WETLAND B(0.06 ACRES)INTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM B UPPER PORTION - 48' LONGUNDISTURBED 30' CREEK BUFFERVEGETATED CREEK BUFFERFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING30' SANITARYSEWEREASEMENTUPDATEDSURVEYBOUNDARYEXISTING BUILDINGEXISTING WETLANDS TO BE PERMITTEDTHROUGH THE U.S. ARMY CORPS OFENGINEERS AND REMOVEDEXISTING RIP RAPAPRON TO BE REMOVEDREMOVEEXISTINGFENCE TO THISPOINTEXISTING 30" SANITARY SEWER LINETO REMAIN. CONTRACTOR TOPROTECT AS NECESSARY.EXISTING FIRE HYDRANTEXISTING SANITARYSEWER EASEMENTEXISTING RIP RAP APRONTO BE REMOVED48 LF OF JURISDICTIONAL STREAM CHANNELTO BE PERMITTED THROUGH THE U.S. ARMYCORPS OF ENGINEERS AND REMOVEDCONTRACTOR TO REMOVE FENCE ASNECESSARY TO PROVIDE FORCONSTRUCTION PATH AND GRADINGACCESS. REPLACE FENCE UPONCOMPLETION. SEE SHEET C402 FORCONSTRUCTION PATH.LIMITS OF FENCE REMOVALPORTION OF EXISTING WETLANDSTO REMAIN, CONTRACTOR TOPROTECT AS NECESSARYPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.EXISTING CONDITIONS& DEMOLITION PLANSC102DEMOLITION LEGENDREMOVE CONCRETE,GRAVEL, ASPHALT,BUILDINGREMOVE TREE, FENCE,UTILITY LINES0SCALE 1"=20'40'20'N
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3 LIMITS OF UPDATEDTOPOGRAPHIC SURVEYSEE SHEET C100 FORDEMOLITION NOTES ANDEXISTING UTILITY NOTES
v o u 0 o° ,/ co /� / o° I � 1 )� l i/ I-, / I I I . 1 � 1. I ; I I I I � I I I I I I I I I I I � I'
\ ° o ` ° °• ° / / / \ DEMOLITION NOTES: 14. THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, AND EXISTENCE OF ANY UTILITIES n i I I I III I I I I I IIII 1 1 I I I I I I I I I
d /
\ o° o �� o°°° / /' � 0/d // /' � (( /// /' I/ ' // I � X \ \ (ELECTRICAL, MECHANICAL, WATER, SEWER, TELEPHONE, GAS, STORM DRAINAGE, ETC.) WITHIN ; I I I I I I I I I I � 1 I I I I I I I I I I I I I I III I III
\ o ° � o ¢ / / /0 1 ( I \ THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION. SUBSURFACE FEATURES ARE SHOWN IN ; I I I I 1
V o ° ° o � °, / / , � I I ( � ./ 1 ; � \ II I III I1�1� �� � I I11I 111 III 1
o � ° d // / o / I I I / \ 1. NO DEMOLITION TO OCCUR PRIOR TO HOLDING APRE-CONSTRUCTION MEETING. APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY I I I I I
\ o ° � ° 0 k 0/ 6 / y' l o/ l / I I I ( (� ( 1 \ EXPLORATION TO DETERMINE UTILITY LOCATIONS AND DEPTHS. CONTRACTOR SHALL VERIFY > I I I I l ' � 1/ % l i �l ) l � l Jl� l % l� l�
�' ° 0 0 � 0 0 ° o / / b 4 4 ' / I I I I I I I i I \ 2. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF DEMOLITION AS LOCATIONS AND SIZES OF ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OF a I I I I I I I / I I ) / / / / / / / / / / / / // / I
0 0 � o / / / / / / I I I •l I \ DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS. CONTRACTOR IS TO OBTAIN ALL DEMOLITION/CONSTRUCTION AND SHALL REPAIR OR REPLACE ANY DAMAGES TO EXISTING 1 b I 1 I I I I / / / / / / I o I
\ 0 0 0` o / // � � I I I ` ) I I PERMITS. UTILITIES RESULTING FROM CONSTRUCTION. THE OMISSION OF, OR ILLUSION OF UTILITY : I I 1 ) 1 '/ /''/ / ' if b �o I
/ /°,/ / I I � I I I 01 1 I I III / // //� yI/,//
1 1 I I I
\ 0 0 \ ° / ! / / � \ h I ; X ' LOCATIONS ON THE PLANS IS NOT TO CONSIDERED AS THE NON-EXISTENCE OR DEFINITE I I III I (0p ' // / �r I of I I I I
\ o ° ///
/ / / / / I 1 I l \ \ I I I I II 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR RELOCATION WITH LOCATION EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO THE UNDERGROUND UTILITIES I I I �°I I / r / "' I d 10 I I I I
\ ° ° ° ° i l / / l l 1 1 l\ \ \ i 1 •IIII I i APPLICABLE UTILITY COMPANIES, IE, GAS, CABLE, POWER, TELEPHONE, WATER, SEWER, ETC. SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. i I I IIII I I 1 b I I /(° �1 I ° I III I I 1 I I 1 1 1 1
\ ° I/// \ I I I I I 1 1 ,I 1 I I I I
\ ° 0° /// /l I I I I I I o) I¢1 I I I I I bII I I I I I I I I 1 1 11 1
\ /I/ I / / / \ \ \ I I EXISTING WETLANDS 4. CONTRACTOR IS RESPONSIBLE TO IMMEDIATELY FIX ANY ACTIVE UTILITIES DAMAGED DURING 15. CONTRACTOR SHALL CAP AND ABANDON IN PLACE ANY SANITARY SEWER AND WATER LINES f I I I I I I d II I I I I I I I I I I I I I I I , I
\ l Y I / l l \\\\ 1 1 1 I .I 1 1 I rlI TO BE PERMITTED CONSTRUCTION AT CONTRACTOR'S EXPENSE. SERVING THE DEMOLISHED BUILDINGS IN ACCORDANCE WITH UTILITY COMPANY STANDARDS AND 1,6
I d pd I I I 1 1 a 1 I I I I I I I 1 I 1 I I I I I
V I I I // l v I 1 1 I I THROUGH THE U.S. SPECIFICATIONS. I I I I 6 l I I I I I I i I I I I I I I
/ % I / I I I II ARMY CORPS OF ENGINEERS 5. ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE SITE AND DISPOSED � I b I p
\ I /� 111 1 1 I} 1 ti 111 1 Ib III III 11 1 1 1 I 1 1 I I I 11 1 1 ° I
_ � I; l I I I ><1 AND REMOVED OF PER LOCAL ORDINANCES. 16. CONTRACTOR TO COORDINATE RELOCATION OF EXISTING UTILITY POLES AND OVERHEAD LINES I ( b 1 I I I ° P 1 1 I
- 11 /l I �J T1 I I I l0 o1 I
\ - V I \ I WITH RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK. p �j o1 I c
�- k/ 1 I I II 1� l \1 1 1/ I I M I 1 I III - -- 6. INSTALL 6' CHAIN LINK FENCE AROUND PERIMETER OF CONSTRUCTION AREA DURING DEMOLITION -- -� - _I I I I I O I 16 11 11 I I " I I I I I I I I I I I I 1 b 1 I I I I I 1 I I
\ - 'I 1 1 1 ' , I / )1'('
11 1 , AND CONSTRUCTION. N TREE PROTECTION NOTES: I I b� °' 1 I ° 01 1 1 1 1 01 III I I
\ / I / I ) I I I I Q of 1
I, I I I I 1 ° 1 1 1 1 ,oil, ,
\ \ - l I I l 1 I I I' ( III ' I 1 I I'1 7. SAW -CUT CONCRETE AND ASPHALT PAVEMENT, SIDEWALK OR CURB AND GUTTER BEFORE I IIII o�I I I I I bQ 111 111
� - - I 1 ' /- I \ \ _ 1 �� J ))') J. J II EXCAVATION WHERE CONSTRUCTION PLANS SHOW TIE-INS. SAWCUT AT NEAREST CONTROL 1. SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION STAGING, MATERIAL STORAGE, VEHICULAR ' I I III I \v 1 ° 1 b 11 I I I III I I
- I \�' / / I
\ / / \ \ / / // / I JOINT WHENEVER POSSIBLE. 0 OR PEDESTRIAN TRAFFIC, TRENCHING OR OTHER LAND DISTURBING ACTIVITY IS NOT ALLOWED IN ) o I I I I 10 0
\�- 1 II l �� \ \\ /\ �'''' �/ •/ k 1 111 h THE TREE PROTECTION ZONE. TREE PROTECTION FENCING MUST BE INSTALLED BEFORE I I I° d b I q ),I I) I I I I ;D)) I I I I I I I I I I I I
- v v \ / / I / / / /
\ I (. \ \_ \ - - � _ _ � r / / / X11 I 11 8. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC (VEHICULAR AND PEDESTRIAN) COMMENCEMENT OF CONSTRUCTION AND NOT REMOVED UNTIL FINAL INSPECTION. I I I I / / / / // I I II
%�: � - - - - ' / / I I I CONTROL DURING CONSTRUCTION. I I IIII ///// I III
, �� - - \ - � _ - _ _ _ _ / / /, 1 1 N 2. TREE PROTECTION FENCE IS TO BE LOCATED PER THE CONSTRUCTION DOCUMENTS OR AT I 1 I I I III I 1 I I / l I I I I I I ' I I I ' 1 1
\ - - - _ - - � -_-
- _ - - _ � ' - 'a / / I 111 9. CONTRACTOR SHALL NOTIFY WEST CABARRUS YMCA AND SURROUNDING BUSINESSES OF ANY MINIMUM OF 1 FOOT PER TREE DIAMETER INCH AWAY FROM THE TREE. I 1 I I / I lOil`l
I /1 I I I I III I I
\-- - __ � - i - � / I I 111 UPCOMING PARKING LOT CLOSURES. II I i I 11 I I I I I I III 1 1 1 1'
\ - - _ _ _� - - -� - ' - " FX`� / / / I 3. GRUBBING IN THE TREE PROTECTION AREAS IS NOT ALLOWED. LEAVE SOIL, MULCH AND LEAF I II I I I I / I I I I
- - - - - - - - ' - C r J / / I N LITTER UNDISTURBED. SUPPLEMENTING WITH 1 TO 2 INCHES OF MULCH IS ACCEPTABLE. MULCH I I I / I I ' I I ' I 11
- - , - _____L __�__
- _ _ - - / - �T x I I 10. DEMOLITION OF STORM DRAINAGE AND SANITARY SEWER SYSTEMS BY CONTRACTOR SHALL w I
- \ - - / - � _ _ � - - _ _ _ - _ - x -0 / / 111 ALLOW FOR CONTINUOUS USE OF THE SYSTEM(S). ( ) VARIETY TO BE APPROVED BY CIVIL ENGINEER PRIOR TO PLACEMENT. > I IIiAI,I'�'�'�'
I /J / ) I I I 1 1 1 I 1 1 I 1
-- --- -- - -
/f I I ( JI II �- - - - l X - _ -/ I_ \N 11. REPAIR OR REPLACE ANY ADJACENT CONCRETE CURBING AND / OR SIDEWALK DAMAGED AS PART I 4. EXPOSED TREE ROOTS MUST BE CUT CLEANLY WITH SHARP, APPROVED PRUNING TOOL. I I 1 pI I ( / '' / / / J / I J 1 1 I I 1 I I I
�� � _ - - - / I
\ \ - -- - - _� - - - o> n� - I IIII OF THE DEMOLITION PROCESS. N BACKFILL ROOTS IMMEDIATELY TO AVOID EXPOSURE TO AIR. I I I 1 1 1 L�� /'' / ' / / / / l � J I 111I
- 5. UNDERBRUSH, VINES, BRUSH AND TREES LESS THAN TWO 2 INCHES IN CALIPER MAY BE
- �� � - �- - \ \ - - \ - I 12. NO HEAVY EQUIPMENT ALLOWED WITHIN TREE PROTECTION ZONE. ANY REQUESTED USE MUST I O I I I I _ - ( ((� (((� (� ()�'
- - \--\\'`� - - - \- - - max-_ \ / • I I I BE APPROVED BY THE CITY'S URBAN FORESTER. H HAND -REMOVED, CUT FLUSH WITH THE SURFACE. EXISTING TREES MAY BE LIMBED UP SIX (6) -^_�J III( �III - \ - - \ -\ \ - \- - - • _ • __X�7_ X• -x II FEET TO IMPROVE VISIBILITY AND PLANT HEALTH. TWO-THIRDS (2/3) OF ALL BRANCHES MUST I � /_ I I ) I1
- - - - \ `� - �- - - - - - - � / I 13. EXISTING SIGNAGE SHALL BE CAREFULLY REMOVED AND STORED UNTIL PROJECT COMPLETION REMAIN AFTER LIMBING. � / )) I I I III ' ///
\ � - - - \ - - �- - - - � � 1 AT WHICH TIME SHALL BE REINSTALLED AT SPECIFIED LOCATIONS. CONTRACTOR SHALL I I I / / I III '
�� � - J' - - - - - - - - - A\ COORDINATE FINAL LOCATIONS WITH CITY INSPECTOR. 6. PROPOSED AND EXISTING UTILITIES LOCATIONS ARE SHOWN WITHIN THE CONSTRUCTION I I I - _/ / / l�� I I III I
% �\ � - - - - -\ - - \ I `Vv, DOCUMENTS FOR COORDINATION WITH PROPOSED AND EXISTING PLANTING MATERIALS. I L / / / ' l 1 I//
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DEMOLITION LEGEND
REMOVE CONCRETE,
(�=
GRAVEL, ASPHALT,
BUILDING
X REMOVE TREE, FENCE,
UTILITY LINES
LIMITS OF UPDATED
TOPOGRAPHIC SURVEY
1111111111111111111 EM EM EM � PHASE I LIMITS
SCALE 1"=20'
0 20'
GENERAL NOTES
1. EXISTING CONDITIONS SHOWN WITHIN THESE DOCUMENTS HAVE BEEN PREPARED USING A
COMBINATION OF INFORMATION PROVIDED FROM THE FOLLOWING SOURCES:
• CESI AS-BUILTS, DATED: UNKNOWN
• TIMMONS GROUP SITE SURVEY. DATED: 03/27/18 AND 06/27/18.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL SITE CONDITIONS PRIOR TO
CONSTRUCTION.
2. CONTRACTOR TO COORDINATE STREET CLOSURES AND ACCESS WITH SURROUNDING BUSINESSES
INCLUDING BUT NOT LIMITED TO PRIMROSE PRESCHOOL, AFTON TAVERN, AND WEST CABARRUS
YMCA. EMERGENCY ACCESS MUST BE PROVIDED AT ALL TIMES.
3. ANY MOVEMENT OF EXISTING ELECTRICAL UTILITIES WILL BE AT OWNER/DEVELOPER COST.
4. ALL ELECTRICAL INSTALLATIONS MUST COMPLY WITH CITY OF CONCORD TECHNICAL STANDARDS
MANUAL.
/ / // / / / i / / , I i I I I I I �� - - - -, - - - - _ - - - / _ - - -
/ / / / / / / / / / / / 1 I I / I I / -- - - - _ _ - -
0� \ / , ' \ I Y EXISTING PARKING SPACES TO BE RESTRIPE9, _\�\ /_ 1 I EXISTING PARKING SPACES TO RESTRIPED, \ _ - - �� - -
/ / / / / / / i / // / r i _ - - - - - - - - i / -
- - - -SEE SHEET C203 FOR NEW LAYOUT �Z _ �jr SEE SHEET C203 FOR NEW AYOUT �� I \�
/ - i=-==_----- _ _ _ __ _
/ y, / --- EXISTING FIRE LANE STRIPING TO BE PAINTEd-11�----+�-- -- ---- ----------------------- -- ' = ` \ \� \ \ ' � % ; - -
i / / / i / / / / / l / _ vl I _ _ - _ -
iS NW EXISTING SANITARY - -_ -_ -
/ � I 'SHEET C203 FOR NEW FIRE LANE LOCATION LANGF I AVENCI ` e \ \ �' - _ - _ _ - _ _ _ _ - - \
/ / % / %' ,, / / ; / �� ' I OVER WITH BLACK ASPHALT SEALANT, SEE I `\ � , � - - _ - - - - -
/ / / // / / �� / / / / / I \ - -- _- -
/ / / / / / - - - I ss s 3S -- - . ss- -- SS - �� - SS S- -SS SS S� - �9 S3 - S - - - - _ - - SEWER EASEMENT - - - - - - - / - - -� s , - _ - - _ - - _ _ -
/ / / / / / I _ / / SS SS -sS S: -sS S SS SS SS S SS_ 5� S� S S V - - - - -
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v / / / // _� -I I J I I I I I �)� �� v,--y--
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5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.OVERALL SITELAYOUT PLANC2000SCALE 1"=40'80'40'N
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3 LEGENDPROPERTY LINE2' - 6" STANDARD CURBSIGNHEAVY DUTY ASPHALTCONCRETE SIDEWALKHEAVY DUTY CONCRETEGENERAL SITE NOTESSHEETC201SHEETC202SHEETC203SHEETC204LIMITS OF UPDATEDTOPOGRAPHIC SURVEYZONING CODE SUMMARYPROJECT NAME:WEST CABARRUS YMCATAX PARCEL ID NUMBER:5601-20-0577OWNER:CANNON MEMORIAL YMCA, INCPHONE:704-795-9622PLANS PREPARED BY:TIMMONS GROUPPHONE:704-227-1563ZONING:TNDJURISDICTION:CITY OF CONCORDPROPOSED USE:FITNESS CENTERSTORIES:2PARCEL SIZE:11.19 ACRESGROSS SQUARE FOOTAGE:65, 286 SF1ST FLOOR:44,648 SF2ND FLOOR:20,638 SFSETBACKS:·FRONT :14'·SIDE:14'·REAR0, NONE REQUIREDREQUIRED SCREENING:PARKING:YESSERVICE:YESPARKINGREQUIRED PARKING:98 SPACESEXISTING PARKING:234 SPACESSTANDARD:212 SPACESACCESSIBLE:14 SPACESVAN ACCESSIBLE:8 SPACESPHASE 2 PARKING SUMMARYSPACES REMOVED:45SPACES ADDED:113 (NOT COUNTING BUS)PROPOSED PARKING302 SPACESSTANDARD:280 SPACESACCESSIBLE:14 SPACESVAN ACCESSIBLE:8 SPACESMINI-BUS:6 SPACESBUS:2 SPACESLOADING (NONE REQUIRED WITH GROSS FLOOR AREA LESS THAN50,000 SF)REQ. LOADING:1PROV. LOADING:1PHASE I LIMITSSITE PLAN REVISION18/6/191111ELECTRICAL UTILITY NOTES
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5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.SITE LAYOUT PLANC2010SCALE 1"=20'40'20'N
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0 FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100INTERMITTENTSTREAM C - 19' LONGINTERMITTENTSTREAM D - 173' LONGFEMA X SECTION 036 BFE 606.9'FEMA X-SECTION 030 BFE= 605.0APPROXIMATE TOP OF BANKAPPROXIMATE TOP OF BANKAPPROXIMATE CREEK CENTERLINEUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFERUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFEREXISTING WETLAND B(0.06 ACRES)INTERMITTENT STREAM BLOWER PORTION - 62' LONGINTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM BUPPER PORTION - 48' LONGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGLIMITS OFDISTURBANCE2.10 ACSOILSTOCKPILEDOUBLE ROWSILT FENCE(TYP.)TEMPORARY CONSTRUCTIONENTRANCESILT FENCEOUTLET (TYP.)SILT FENCEOUTLET (TYP.)NOTE:LINE ALL SLOPES GREATER THAN 3:1WITH NA GREEN SC125 MATTINGINLET PROTECTION(TYP.)DDD DLODLODLODL
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LODLODLIMITSOFDISTURBANCE0.22 ACUPDATEDSURVEYBOUNDARYUPDATEDSURVEYBOUNDARYUPDATEDSURVEYBOUNDARYSURVEYBOUNDARYUPDATEDSURVEYBOUNDARYLODLODLODL
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LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.OVERALL EROSIONCONTROL - PHASE 1C3000SCALE 1"=40'80'40'N
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SILT FENCELIMITS OF DISTURBANCEINLET PROTECTIONEROSION CONTROL LEGENDTEMPORARY CONSTRUCTIONENTRANCESILT FENCE CONCENTRATION OUTLETGENERAL EROSION AND SEDIMENT CONTROL NOTES:1.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OF THE OWNERS GEOTECHNICAL ENGINEER.2.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING ANDDESIGN MANUAL, US DEPARTMENT OF AGRICULTURE, CABARRUS COUNTY EROSION CONTROL ORDINANCE, AND CABARRUS COUNTY LANDDEVELOPMENT STANDARDS.3.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES SHOWN ARE FROMTHE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THEACCURACY OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TOCOMMENCING ACTIVITY ON SITE.4.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ONTHE ROADWAYS.5.NO STAGING SHALL BE ALLOWED IN TREE PROTECTION AREAS INCLUDING SUPPLIES, EQUIPMENT, VEHICLES, ETC.6.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EVERY RAINFALL EVENT.7.CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES AND TO PROVIDE ANYADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT RUNOFF.8.BE ADVISED, DIRECTLY PUMPING OUT OF A SEDIMENT BASIN IS CONSIDERED BYPASSING A STORMWATER CONTROL FACILITY IN VIOLATION OFSECTION IV (3) OF NPDES NCG010000 STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. IF ANY DRAINING OF THE SEDIMENTBASIN OCCURS, SUCH AS FOR MAINTENANCE OF BASIN OR CONVERSION TO POST-CONSTRUCTION STORMWATER MEASURE, THE DRAINGEMUST OCCUR THROUGH A SILT BAG AND DISCHARGE IN A NON-EROSIVE MANNER. [15A NCAC 4B.0105]9.SEDIMENT BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION. THIS INCLUDES BASIN WALLS. [15A NCAC 4B.0106(a)(3)]NPDES GROUND STABILIZATION:SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBINGACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWINGSCHEDULE:1.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPESSTEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY ORPERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT INANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.2.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENTSTABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENTWITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.NOTE:THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM WATEROUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS OF A .5 INCH RAINEVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS ANDMAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FORAREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BEON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELF INSPECTIONS”INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION MEASURES (SEEDING/MULCHING ORSOD) ARE INITIATED. THE “SELF INSPECTION” REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES”INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARETO BE FORWARDED TO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICESREMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITSAND PLANS, ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THEEROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES CONSTRUCTIONPERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROMOR BROUGHT ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSIONSEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS OF SILTFENCE AND AREAS WHERE RUNOFF MAY CONCENTRATE CAUSING DAMAGE TO SILTFENCE. CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TO ENSURE SILTFENCE IS FULLY FUNCTIONAL THROUGHOUT THE DURATION OF CONSTRUCTION.ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THISPROJECT MUST COME FROM A SITE WITH AN APPROVEDEROSION CONTROL PLAN, A SITE REGULATED UNDER THEMINING ACT OF 1971, OR A LANDFILL REGULATED BY THEDIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRISFROM DEMOLITION ACTIVITIES OR GENERATED BY ANYACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITYREGULATED BY THE DIVISION OF SOLID WASTEMANAGEMENT OR PER DIVISION OF SOLID WASTEMANAGEMENT OR DIVISION OF WATER RESOURCES RULESAND REGULATIONS.CONCRETE WASHOUT STATION ANDSTOCKPILES SHOULD NOT BE LOCATED WITHIN50 FEET OF ANY STORM DRAIN, BASIN, ORSTREAM UNLESS NO ALTERNATIVE IS FEASIBLE.OUTLET PROTECTION FOR OUTFALLSTO REMAIN IN PLACE DURING ALLPHASES OF EROSION CONTROL ANDFINAL SITE CONDITIONS.DRAINAGE AREASHEETC301SHEETC302SHEETC303SHEETC304EMBANKMENT MATTINGLODLIMITS OF UPDATEDTOPOGRAPHIC SURVEY
20' PROPOSED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' PROPOSED EASEMENTFFE (LOWER LEVEL): 640.00100 YEAR FLOOD PLAIN (OLD)XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCBRIM: 623.42INV IN: 615.84INV OUT: 615.79LANGFORD AVENUE NWUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPCANNON MEMORIAL YMCA, INC.DB.3479 PG. 222MB.39 PG. 15601-20-057711.190 ACRES615605620
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FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYAPPROXIMATE TOP OF BANKAPPROXIMATE TOP OF BANKAPPROXIMATE CREEK CENTERLINEUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFEREXISTING WETLAND A(0.11 ACRES)INTERMITTENT STREAM BLOWER PORTION - 62' LONGINTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM B UPPER PORTION - 48' LONGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANLOADING AREALOADING AREAFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGLIMITS OF DISTURBANCE2.10 ACSOILSTOCKPILEDOUBLE ROWSILT FENCE(TYP.)TEMPORARY CONSTRUCTIONENTRANCESILT FENCEOUTLET (TYP.)SILT FENCEOUTLET (TYP.)NOTE:LINE ALL SLOPES GREATER THAN 3:1WITH NA GREEN SC125 MATTINGINLET PROTECTION(TYP.)DD
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5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.EROSION CONTROL -PHASE 1C3010SCALE 1"=20'40'20'N
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3PHASE I CONSTRUCTION SEQUENCE1.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH THE EROSION CONTROLINSPECTOR TO DISCUSS EROSION CONTROL MEASURES.2.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE AS INDICATED ON PLANS, AND INLETPROTECTION DEVICES ON ALL EXISTING STORM INLETS.3.INSTALL SEDIMENT BASIN TO TREAT FLOW FROM THE PROPOSED DISTURBED AREA.4.REMOVE ALL TREES (BY OWNER), STUMPS, ROOTS, ETC., WITHIN PROJECT WORK AREAAND HAUL OFFSITE TO AN APPROVED LANDFILL. STRIP TOPSOIL FROM SITE ANDSTOCKPILE TEMPORARILY IN DESIGNATED AREAS.5.INFORM EROSION CONTROL INSPECTOR OF COMPLETION OF DEVICE INSTALLATION ANDREQUEST AN INSPECTION FOR COMPLIANCE WITH STANDARDS. THE WATER QUALITYINSPECTOR WILL VERIFY THAT THE SEDIMENT TRAP IS IN WORKING ORDER.GENERAL EROSION AND SEDIMENTCONTROL NOTES:SEE SHEET C300 OVERALL EROSION -CONTROL PHASE 1 FOR GENERALEROSION AND SEDIMENT CONTROL NOTESSILT FENCELIMITS OF DISTURBANCEINLET PROTECTIONEROSION CONTROL LEGENDTEMPORARY CONSTRUCTIONENTRANCESILT FENCE CONCENTRATION OUTLETDRAINAGE AREAEMBANKMENT MATTINGLODLIMITS OF UPDATEDTOPOGRAPHIC SURVEY
5' SETBACK20' RECORDED EASEMENT20' PROPOSED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' PROPOSED EASEMENTFFE (LOWER LEVEL): 640.00X
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LODLODLODLODLODLODLODLODPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.EROSION CONTROL -PHASE 1C3020SCALE 1"=20'40'20'N
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3PHASE I CONSTRUCTION SEQUENCE1.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH THE EROSION CONTROLINSPECTOR TO DISCUSS EROSION CONTROL MEASURES.2.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE AS INDICATED ON PLANS, AND INLETPROTECTION DEVICES ON ALL EXISTING STORM INLETS.3.INSTALL SEDIMENT BASIN TO TREAT FLOW FROM THE PROPOSED DISTURBED AREA.4.REMOVE ALL TREES (BY OWNER), STUMPS, ROOTS, ETC., WITHIN PROJECT WORK AREAAND HAUL OFFSITE TO AN APPROVED LANDFILL. STRIP TOPSOIL FROM SITE ANDSTOCKPILE TEMPORARILY IN DESIGNATED AREAS.5.INFORM EROSION CONTROL INSPECTOR OF COMPLETION OF DEVICE INSTALLATION ANDREQUEST AN INSPECTION FOR COMPLIANCE WITH STANDARDS. THE WATER QUALITYINSPECTOR WILL VERIFY THAT THE SEDIMENT TRAP IS IN WORKING ORDER.GENERAL EROSION AND SEDIMENTCONTROL NOTES:SEE SHEET C300 OVERALL EROSION -CONTROL PHASE 1 FOR GENERALEROSION AND SEDIMENT CONTROL NOTESSILT FENCELIMITS OF DISTURBANCEINLET PROTECTIONEROSION CONTROL LEGENDTEMPORARY CONSTRUCTIONENTRANCESILT FENCE CONCENTRATION OUTLETDRAINAGE AREAEMBANKMENT MATTINGLODLIMITS OF UPDATEDTOPOGRAPHIC SURVEY
POWER COMPANYTRANSFORMERMETER5' SETBACK5' SETBACK5' SETBACK5' SETBACK15' SETBACK
WWWWWWFFE (UPPER LEVEL): 654.00WMFFE (LOWER LEVEL): 640.00X
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LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.OVERALL EROSIONCONTROL - PHASE 2C3050SCALE 1"=40'80'40'N
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3SHEETC306
SHEETC307SHEETC308SHEETC309SILT FENCELIMITS OF DISTURBANCEINLET PROTECTIONEROSION CONTROL LEGENDTEMPORARY CONSTRUCTIONENTRANCESILT FENCE CONCENTRATION OUTLETDRAINAGE AREAEMBANKMENT MATTINGLODLIMITS OF UPDATEDTOPOGRAPHIC SURVEYSEE SHEET C311 FOREROSION CONTROL NOTES
FFE (LOWER LEVEL): 640.00XXXXXXXXWWWWWWWWWWWWWWWWWLANGFORD AVENUE NW622639638638637637636636635635634634633623624624625625624623623623622622621621622633633632631632629638638639638632633634634635637636636635634640630628626629627630629631627628630630652632636636637633621620618619618616614635623625627624625627626628624624626UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP61563964264140636637638639CANNON MEMORIAL YMCA, INC.DB.3479 PG. 222MB.39 PG. 15601-20-057711.190 ACRES6
3
0
6
3
5
6
4
0 6206156406396386
3
5
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0 635630620635630620618637FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
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A
5
0
0
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A
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0
0FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA
1
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0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
EM
A
1
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0FEMA100
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYAPPROXIMATE TOP OF BANKAPPROXIMATE TOP OF BANKAPPROXIMATE CREEK CENTERLINEUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFEREXISTING WETLAND A(0.11 ACRES)INTERMITTENT STREAM BLOWER PORTION - 62' LONGINTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM B UPPER PORTION - 48' LONGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANLOADING AREALOADING AREAFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANLOADING AREALOADING AREAFIRE LANE - NO PARKINGFIRE LANE - NO PARKING0+000+500+65.04LIMITS OFDISTURBANCE2.10 ACDOUBLE ROWSILT FENCE(TYP.)SILT FENCEOUTLET (TYP.)NOTE:LINE ALL SLOPES GREATER THAN3:1 WITH NA GREEN SC125 MATTINGTEMPORARY CONSTRUCTIONENTRANCEINLET PROTECTION(TYP.)INLETPROTECTION(TYP.)INLET PROTECTION(TYP.)DDDDDD 606607608609614 614609614613612611610609608607606607608609610611612613614615614615616617618
620622622 6216206196186176156156166166166166206176326316306
2
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6
2
8
6
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626 625624 623 623622623624625626627632
632644643642641640639638638622 621 620 619 618 617 616 615 614
613CONTRACTOR TO COMPLETE PARKING LOT IMPROVEMENTS UPONREMOVAL OF SEDIMENT PONDDLODLODUPDATEDSURVEYBOUNDARYLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.EROSION CONTROL -PHASE 2C3060SCALE 1"=20'40'20'N
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3PHASE II CONSTRUCTION SEQUENCE1.PRIOR TO COMMENCEMENT OF PHASE 2 CONSTRUCTION, CONTRACTOR SHALLCOORDINATE WITH EROSION CONTROL INSPECTOR FOR REMOVAL OF PHASE IEROSION CONTROL MEASURES.2.BEGIN MASS / ROUGH GRADING SITE.3.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSIONCONTROL DEVICES AND STRUCTURES.4.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.5.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSIONCONTROL MEASURES.6.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGNMANUAL, U.S. DEPARTMENT OF AGRICULTURE, CITY OF CHARLOTTE ORDINANCE(S),AND THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.GENERAL EROSION AND SEDIMENTCONTROL NOTES:SEE SHEET C300 OVERALL EROSION -CONTROL PHASE 1 FOR GENERALEROSION AND SEDIMENT CONTROL NOTESSILT FENCELIMITS OF DISTURBANCEINLET PROTECTIONEROSION CONTROL LEGENDTEMPORARY CONSTRUCTIONENTRANCESILT FENCE CONCENTRATION OUTLETDRAINAGE AREAEMBANKMENT MATTINGLODLIMITS OF UPDATEDTOPOGRAPHIC SURVEY
5' SETBACKWWWWWWTIE PROP. 12" WATER MAINTO EX. 24" WATER MAINFFE (LOWER LEVEL): 640.00PROP. 12" WATER MAINEX. 24" WATER MAINX
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1
2
630644XXXXXXXXXXXXXXXXXXXWWWWWWWWGEORGE W. LILES BOULEVARDLANGFORD AVENUE NWPROP. 8"X8"X8"TEE FOR FDC620
625
630
640
635
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630635640644645640639638635630635630620618618637639 FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
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EM
A
1
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0
F
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A
1
0
0
FEMA
1
0
0
FEMA
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYINTERMITTENTSTREAM C - 19' LONGINTERMITTENTSTREAM D - 173' LONGEXISTING WETLAND B(0.06 ACRES)INTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM B UPPER PORTION - 48' LONGUNDISTURBED 30' CREEK BUFFERVEGETATED CREEK BUFFERFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGNOTE:LINE ALL SLOPES GREATER THAN3:1 WITH NA GREEN SC125 MATTINGDDDDDD
LIMITS OF DISTURBANCE0.22 AC614644643642641640639638
LODLODLODLODLODLODLOD
LOD
LOD
LODLODLODLODUPDATEDSURVEYBOUNDARYLODLODLODLODLODLODLOD
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LODLODLODLODLODLODLODLODPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.EROSION CONTROL -PHASE 2C3070SCALE 1"=20'40'20'N
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3PHASE II CONSTRUCTION SEQUENCE1.PRIOR TO COMMENCEMENT OF PHASE 2 CONSTRUCTION, CONTRACTOR SHALLCOORDINATE WITH EROSION CONTROL INSPECTOR FOR REMOVAL OF PHASE IEROSION CONTROL MEASURES.2.BEGIN MASS / ROUGH GRADING SITE.3.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSIONCONTROL DEVICES AND STRUCTURES.4.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.5.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSIONCONTROL MEASURES.6.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGNMANUAL, U.S. DEPARTMENT OF AGRICULTURE, CITY OF CHARLOTTE ORDINANCE(S),AND THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.GENERAL EROSION AND SEDIMENTCONTROL NOTES:SEE SHEET C300 OVERALL EROSION -CONTROL PHASE 1 FOR GENERALEROSION AND SEDIMENT CONTROL NOTESSILT FENCELIMITS OF DISTURBANCEINLET PROTECTIONEROSION CONTROL LEGENDTEMPORARY CONSTRUCTIONENTRANCESILT FENCE CONCENTRATION OUTLETDRAINAGE AREAEMBANKMENT MATTINGLODLIMITS OF UPDATEDTOPOGRAPHIC SURVEY
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PROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATEEROSION CONTROLNOTES AND DETAILSC310CROSS SECTIONPROPOSED STREET,25' OR WIDTH OFWHICHEVER ISEXISTING ROADWAY6" MIN.PLAN VIEW35' MIN.ROADWAYEXISTING50' MIN.GREATER.NEW CONSTRUCTION15' MIN.12" MIN.2"-3" STONE TO BE USED(SURGE STONE OR RAILROADBALLAST)BUT SUFFICIENT TO KEEPSEDIMENT ON SITEFABRIC UNDER STONENOTES:1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED.2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD.3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN STONE AND REPLACEMENT WITH FRESH STONE.MAINTENANCEMAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENTMUD OR SEDIMENT FROM LEAVING THE CONSTRUCTIONSITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITHTWO-INCH STONE. AFTER EACH RAINFALL, INSPECT ANYSTRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUTAS NECESSARY. IMMEDIATELY REMOVE ALLOBJECTIONABLE MATERIALS SPILLED, WASHED, ORTRACKED ONTO PUBLIC ROADWAYS.EXISTING ROADWAY6" MIN.35' MIN.NEW CONSTRUCTION15' MIN.12" MIN.FABRIC UNDER STONEENTRANCE GRADE GREATERTHAN 2%6" TO 8" STONE RIDGE#57 WASHED STONE PLACED TO AHEIGHT OF 12"-18" MINIMUMABOVE THE TOP OF BOXGALVANIZEDHARDWAREWIRE EXTENDSTO THE TOP OFTHE BOXSTANDARD METALPOSTS 2'-0" INGROUNDCONSTRUCTION SPECIFICATIONS1.UNIFORMLY GRADE A SHALLOW DEPRESSIONAPPROACHING THE INLET2.DRIVE 5 FOOT STEEL POSTS 2 FEET INTOGROUND SURROUNDING THE INLET. SPACEPOSTS EVENLY AROUND THE PERIMETER OFTHE INLET, A MAXIMUM OF 4 FEET APART,3.SURROUND THE POSTS WITH WIRE MESHHARDWARE CLOTH. SECURE THE WIRE MESHTO THE STEEL POSTS AT THE TO, MIDDLE,AND BOTTOM. PLACING A 2 FOOT FLAP IF THEWIRE MESH UNDER THE GRAVEL FORANCHORING IS RECOMMENDED.4.ONCE THE CONTRIBUTING DRAINAGE AREAHAS BEEN STABILIZED, REMOVEACCUMULATED SEDIMENT, AND ESTABLISHFINAL GRADING ELEVATION.5.COMPACT THE AREA PROPERLY ANDSTABILIZE IT WITH GROUNDCOVER.MAINTENANCEINSPECT INLETS AT LEAST WEEKLY AND AFTER EACHSIGNIFICANT (12 INCH OR GREATER) RAINFALL EVENT. CLEAR THEMESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDEADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARTE NOT TODAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENTREMOVAL. REPLACE STONE AS NEEDED.SUPPORT ROPETO WIRE TOPREVENT SAGGINGSUPPORT POST24" INTRO BOTTOMOR SIDESTAKE TOSUPPORT WIRECOIR MESH OR SIMILAR, STAPLED ORTRENCHED INTO BOTTOM OR SIDEOUTLET ZONENOTES:1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY, WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH).PROVIDE 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OFTHE BERMS6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACHRAINFALLINLET ZONE35% ofbasin surface area1st Cell25% of basinsurface area2nd Cell25% of basinsurface area15% ofbasin surface areaCROSS SECTIONPLAN VIEWSECTION VIEW AT OPENINGFENCE AND FABRICBURIED IN TRENCH6"X6" TRENCH,BACKFILLED ANDCOMPACTED2'STEEL POSTMAINTENANCEINSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED REPAIRS IMMEDIATELY.BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRICOF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY.REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDEADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCEPRESSURE ON THE BAFFLES. TAKE CARE TO AVOID UNDERMINING THEFENCE DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEEDHALF THE DESIGNED STORAGE DEPTH.REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITSAND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THECONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.FRONT VIEWSIDE VIEW8" DOWN AND 4" FORWARDALONG TRENCH8" MINIMUM COVER OVERSKIRT *GRADEFILL SLOPESILT FENCE FABRICWOVEN WIRE FABRICSTEEL POST32" MIN. WIDTH NOTE:USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE ANDNEVER IN AREAS OF CONCENTRATED FLOW.MINIMUM 10 GAUGELINE WIRESSILT FENCE FABRICINSTALLED TO SECONDWIRE FROM TOPMINIMUM 12-1/2 GAUGEINTERMEDIATE WIRESGRADE3'-0"2'-0"24"8'-0" MAXIMUMMAINTENANCEINSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED REPAIRS IMMEDIATELY.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, ORBECOME INEFFECTIVE, REPLACE IT PROMPTLY.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGEVOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKECARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS ANDBRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTINGDRAINAGE AREA HAS BEEN PROPERLY STABILIZED.MAINTENANCE·INSPECT EMBANKMENT MATTING ATLEAST WEEKLY AND AFTER EACHSIGNIFICANT (12 INCH OR GREATER)RAINFALL EVENT.·REMOVE ANY ITEMS THAT MAY BEDAMAGING TO MATTINGMAINTENANCE·INSPECT SILT SACKS AT LEAST WEEKLYAND AFTER EACH SIGNIFICANT (12 INCHOR GREATER) RAINFALL EVENT.·REMOVE SEDIMENT FROM SACK ONCEIT IS 1/2 FULL.·REPLACE CLEANED SILT SACK ONCECLEANED·CHECK FOR TEARS OR DAMAGE ATEACH CLEANING, AND IF ANY AREPRESENT, REPLACE WITH NEW SILTSACKAND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE,MULCHMAINTENANCESOIL AMENDMENTS SOFT RED WINTER WHEAT 30 SPECIES RATE (lb/ACRE)SEEDING MIXTURETEMPORARY SEEDINGTSPERMANENT SEEDINGPS"COOL SEASON" AUGUST 15 - APRIL 15 SPECIES RATE (lb/ACRE)"WARM SEASON" APRIL 15 - AUGUST 15 GERMAN OR RED TOP MILLET 10APPLY 4,000 lb/ACRE STRAW. THE GROUND SHOULD BE COMPLETELY COVERED WITH NO BARE SPOTLARGER THAN A QUARTER, THEN TACKED WITH EMULSIFIED ASPHALT. EMULSIFIED ASPHALT SHALLBE APPLIED AT A RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR.FOLLOW RECOMENDATIONS OF SOIL TEST OR APPLY 2,000LBS/ACRE GROUND AGRICULTURALLIMESTONE AND 1,000 LBS/ACRE 10-10-10 FERTILIZER.PERMANENT GROUNDCOVER: CENTIPEDE SOD N/A SPECIES RATE (lb/ACRE)"COOL SEASON" SEPTEMBER 1 - MAY 01AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RE-SOD, RE-FERTILIZE,MULCHMAINTENANCESOIL AMENDMENTSAPPLY 4,000 lb/ACRE STRAW. THE GROUND SHOULD BE COMPLETELY COVERED WITH NO BARESPOT LARGER THAN A QUARTER, THEN TACKED WITH EMULSIFIED ASPHALT. EMULSIFIED ASPHALTSHALL BE APPLIED AT A RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR.TILL SOIL TO A DEPTH OF 4". APPLY LIME AT A RATE OF 70 LB PER 100 SF, OR 1.5 TONS PER ACRE.APPLY 10-20-20 FERTILIZER AT A RATE OF 20 LBS PER 1000 SF OR 850 LBS PER ACRE. THE FERTILIZERSHOULD BE EITHER SLOW TIME RELEASE OR APPLIED IN TWO APPLICATIONS, HALF AT TIME OFPLANTING AND THE SECOND HALF AFTER PERMANENT SEED GERMINATES.SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIREDBY NCGS 113A-54.115A NCAC 04B .0131 SELF-INSPECTIONSWHERE INSPECTIONS ARE REQUIRED BY G.S. 113A-54.1(E), THE FOLLOWINGAPPLY:(1) THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORDOF THE SITE INSPECTION BY DOCUMENTING THE FOLLOWING ITEMS:(A) ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES,PRACTICES AND DEVICES, AS CALLED FOR IN A CONSTRUCTIONSEQUENCE CONSISTENT WITH THE APPROVED EROSION ANDSEDIMENTATION CONTROL PLAN, INCLUDING BUT NOT LIMITED TOSEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATIONPONDS, ROCK DAMS, TEMPORARY DIVERSIONS,TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT FENCE ORBARRIERS, ALL FORMS OF INLET PROTECTION, STORM DRAINAGE FACILITIES,ENERGY DISSIPATERS, AND STABILIZATION METHODS OF OPEN CHANNELS,HAVE INITIALLY BEEN INSTALLED AND DO NOT SIGNIFICANTLY DEVIATE (ASDEFINED IN SUB-ITEM (1)(E) OF THIS RULE) FROM THE LOCATIONS,DIMENSIONS AND RELATIVE ELEVATIONS SHOWN ON THE APPROVEDEROSION AND SEDIMENTATION PLAN. SUCH DOCUMENTATION SHALL BEACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR PRACTICESHOWN ON A COPY OF THE APPROVED EROSION AND SEDIMENTATIONCONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTIONREPORT THAT LISTS EACH MEASURE, PRACTICE OR DEVICE SHOWN ON THEAPPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THISDOCUMENTATION IS REQUIRED ONLY UPON THE INITIAL INSTALLATION OFTHE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES ANDDEVICES AS SET FORTH BY THE APPROVED EROSION AND SEDIMENTATIONCONTROL PLAN OR IF THE MEASURES, PRACTICES AND DEVICES AREMODIFIED AFTER INITIAL INSTALLATION;(B) THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPESAND FILLS SHOWN ON THE APPROVED EROSION AND SEDIMENTATIONCONTROL PLAN, SPECIFICALLY NOTING THE LOCATION AND CONDITION OFTHE GRADED SLOPES AND FILLS. SUCH DOCUMENTATION SHALL BEACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVEDEROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATINGAND SIGNING AN INSPECTION REPORT;(C) THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, ANDTHAT THE INSTALLATION OF THE GROUND COVER DOES NOT SIGNIFICANTLYDEVIATE (AS DEFINED IN SUB-ITEM (1)(E) OF THIS RULE) FROM THEAPPROVED EROSION AND SEDIMENTATION CONTROL PLAN. SUCHDOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING ACOPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN ORBY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT;(D) THAT MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARYAND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES,PRACTICES AND DEVICES HAVE BEEN PERFORMED. SUCH DOCUMENTATIONSHALL BE ACCOMPLISHED BY COMPLETING,DATING AND SIGNING AN INSPECTION REPORT (THE GENERAL STORM WATERPERMIT MONITORING FORM MAY BE USED TO VERIFY THE MAINTENANCE ANDREPAIR REQUIREMENTS); AND(E) ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION ANDSEDIMENTATION CONTROL PLAN, CORRECTIVE ACTIONS REQUIRED TOCORRECT THE DEVIATION AND COMPLETION OF THE CORRECTIVE ACTIONS.SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATINGA COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLANOR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT. ASIGNIFICANT DEVIATION MEANS AN OMISSION, ALTERATION OR RELOCATIONOF AN EROSION OR SEDIMENTATION CONTROL MEASURE THAT PREVENTSTHE MEASURE FROM PERFORMING AS INTENDED.(2) THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSIONAND SEDIMENTATION CONTROL PLAN OR AN INSPECTION REPORT, SHALLINCLUDE THE NAME, ADDRESS, AFFILIATION, TELEPHONE NUMBER, ANDSIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THE DATEOF THE INSPECTION. ANY RELEVANT LICENSES AND CERTIFICATIONS MAYALSO BE INCLUDED. ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ONA COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLANSHALL OCCUR ON A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BEMADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS SHALL ALSO BEMADE AVAILABLE ON THE SITE.(3) THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THEFOLLOWING PHASES OF A PLAN:(A) INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLMEASURES;(B) CLEARING AND GRUBBING OF EXISTING GROUND COVER;(C) COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THATREQUIRES PROVISION OF TEMPORARY OR PERMANENT GROUND COVERPURSUANT TO G.S. 113A-57(2);(D) COMPLETION OF STORM DRAINAGE FACILITIES;(E) COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND(F) QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVERSUFFICIENT TO RESTRAIN EROSION OR UNTIL THE FINANCIALLYRESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OR CONTROL OF THETRACT OF LAND FOR WHICH THE EROSION AND SEDIMENTATION CONTROLPLAN HAS BEEN APPROVED AND THE AGENCY THAT APPROVED THE PLANHAS BEEN NOTIFIED. IF THE FINANCIALLY RESPONSIBLE PARTY HASCONVEYED OWNERSHIP OR CONTROL OF THE TRACT OF LAND FOR WHICHTHE EROSION AND SEDIMENTATION CONTROL PLAN HAS BEEN APPROVED,THE NEW OWNER OR PERSON IN CONTROL SHALL CONDUCT AND DOCUMENTINSPECTIONS QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENTGROUND COVER SUFFICIENT TO RESTRAIN EROSION. OR RYE GRAIN 40SLOPES GREATER THAN 3:1 REQUIRE SEEDING TO BE SECURED WITH EROSION CONTROL MATTING SLOPES GREATER THAN 3:1 REQUIRE SOLID CENTIPEDE SODCOIR MESH BAFFLES DETAIL (*NCDENR 6.65)SILT SACKEMBANKMENT MATTING DETAILSILT FENCE (*NCDENR 6.62)TEMPORARY CONSTRUCTION ENTRANCE (*NCDENR 6.06)HARDWARE CLOTH AND GRAVEL YARD INLET PROTECTIONSEEDING DETAILSN.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.OUTLET CONTROL STRUCTURE
PROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATEEROSION CONTROLNOTES AND DETAILSC311PRIMARY SPILLWAY (RISER)DATA BLOCKNOTES:1.REFER TO NCESCPDMSECTION #6.61 FORADDITIONAL DESIGNSPECIFICATIONS REGARDINGSEDIMENT BASINS.2.REFER TO STD. #30.19 FORBAFFLE SPACING ANDINSTALLATION.3.FIRST BAFFLE IS TO BECONSTRUCTED OF RIP-RAP.WITH A MIN. HEIGHT OF 3'AND MIN. TOPWIDTH OF 2'.4.FLASHBOARD RISER NOTPERMITTED FOR USE IN THECITY OF CHARLOTTE5.SKIMMER INVERT ELEVATION= BASIN BOTTOM + 1' MIN.6.H = SPILLWAY ELEVATION -SKIMMER INVERT ELEVATIONDRAINAGEAREA(ACRES)MIN.LENGTH TOWIDTH RATIOMAX.LENGTH TOWIDTH RATIOMIN.VOLUMEREQUIREDSURFACEAREAREQUIRED>10 AC.<100 AC.2:16:11800(CU. FT.PER AC.DISTURBED)435(SQ. FT.PER CFSQ10)NOT TO SCALESEDIMENT BASINDESIGN CRITERIABAFFLE (TYP.)10'MIN.HTZWBAFFLE (TYP.)2' MIN.SEE NOTE #3L=20'MIN.RISERQ10(CFS)ANTI-SEEPCOLLARINFLOWPLAN VIEWCROSS-SECTION VIEWSKIMMERDEWATERINGDEVICEAVERAGEWIDTH=AREA*LENGTH* AREA OF BASIN WATERSURFACE AT TOP OFPRIMARY SPILLWAY1' FREEBOARDEMBANKMENTCLEANOUTDEPTH(H/2)FILTER FABRICDEWATERINGZONEINFLOWEMERGENCYSPILLWAY6" MAX. DEPTH OF FLOW OVEREMERGENCY SPILLWAYBAFFLEMIN. 1'LENGTHH X 1.5(5' MIN.)DRAINAGEAREA(ACRES)DENUDEDAREA(ACRES)REQUIRED(CUBIC FT.)PROVIDED(CUBIC FT.)BASIN VOLUMEREQUIRED(SQ FT.)PROVIDED(SQ FT.)BASIN SURFACE AREACLEANOUTDEPTH (FT.)H/2H(FEET)Z(FEET)L(FEET)T(FEET)W(FEET)SKIMMERPIPEDIAMETERSKIMMERORIFICEDIAMETERBASINPHI2.101.199.00214238667292595093.578751502"1"PHII2.462.3011.00414038667357595093.57875150FAIRCLOTH SKIMMER TYPE SEDIMENT BASINNOTES:2"1"MAINTENANCE·INSPECT BASIN AT LEASTWEEKLY AND AFTER EACHSIGNIFICANT (12 INCH ORGREATER) RAINFALL EVENT.·REMOVE SEDIMENT FROMSEDIMENT BASIN ONCESEDIMENT BUILDUP HASREACHED 1FT ABOVE BOTTOMOF POND.·REPLACE OR REPAIR ANYDAMAGED SECTIONS OFBAFFLES AS NEEDED.MAINTENANCE·INSPECT BAFFLES AT LEAST WEEKLY AND AFTEREACH SIGNIFICANT (12 INCH OR GREATER) RAINFALLEVENT.·REMOVE SEDIMENT FROM SEDIMENT BASIN ONCESEDIMENT BUILDUP HAS REACHED 1FT ABOVEBOTTOM OF POND.·REPLACE OR REPAIR ANY DAMAGED SECTIONS OFBAFFLES AS NEEDED.NOT USEDJ-HOOKSILT FENCE OUTLETSKIMMER BASIN NOTESBAFFLE INSTALLATIONN.T.S.GENERAL EROSION AND SEDIMENT CONTROL NOTES:1.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OF THE OWNERS GEOTECHNICAL ENGINEER.2.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING ANDDESIGN MANUAL, US DEPARTMENT OF AGRICULTURE, CABARRUS COUNTY EROSION CONTROL ORDINANCE, AND CABARRUS COUNTY LANDDEVELOPMENT STANDARDS.3.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES SHOWN ARE FROMTHE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THEACCURACY OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TOCOMMENCING ACTIVITY ON SITE.4.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ONTHE ROADWAYS.5.NO STAGING SHALL BE ALLOWED IN TREE PROTECTION AREAS INCLUDING SUPPLIES, EQUIPMENT, VEHICLES, ETC.6.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EVERY RAINFALL EVENT.7.CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES AND TO PROVIDE ANYADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT RUNOFF.8.BE ADVISED, DIRECTLY PUMPING OUT OF A SEDIMENT BASIN IS CONSIDERED BYPASSING A STORMWATER CONTROL FACILITY IN VIOLATION OFSECTION IV (3) OF NPDES NCG010000 STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. IF ANY DRAINING OF THE SEDIMENTBASIN OCCURS, SUCH AS FOR MAINTENANCE OF BASIN OR CONVERSION TO POST-CONSTRUCTION STORMWATER MEASURE, THE DRAINGE MUSTOCCUR THROUGH A SILT BAG AND DISCHARGE IN A NON-EROSIVE MANNER. [15A NCAC 4B.0105]9.SEDIMENT BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION. THIS INCLUDES BASIN WALLS. [15A NCAC 4B.0106(a)(3)]10.CONCRETE WASHOUT STATION AND STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAIN, BASIN, OR STREAM UNLESSNO ALTERNATIVE IS FEASIBLE.11.SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS AND AREAS WHERE RUNOFF MAY CONCENTRATE CAUSING DAMAGE TO SILTFENCE. CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT THE DURATION OFCONSTRUCTION.12.ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, ASITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRISFROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISIONOF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES ANDREGULATIONS.13.OUTLET PROTECTION FOR OUTFALLS TO REMAIN IN PLACE DURING ALL PHASES OF EROSION CONTROL AND FINAL SITE CONDITIONS.NOTE TO CONTRACTOR:1.INSTALLATION OF FABRIC WRAPPED PERFORATED PIPE SHOULD NOT OCCUR UNLESS PLACEMENT OF WASHED STONE OR PLANTING MEDIA CANOCCUR IMMEDIATELY AFTERWARDS IN ORDER TO PREVENT SEDIMENT/SILT CONTAMINATION.NPDES GROUND STABILIZATION:SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLYCEASED ACCORDING TO THE FOLLOWING SCHEDULE:1.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BEPROVIDED TEMPORARY OF PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.2.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON ASPRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.NOTE:THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7CALENDAR DAYS) AND WITHIN 24 HRS OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESEINSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING.TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FORCONDUCTING “SELF INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) AREINITIATED. THE “SELF INSPECTION” REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES” INSPECTION REPORTS. ONCE STABILIZATION HAS BEENACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDED TO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICESREMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES WILL BE APPROVED BYTHE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDESCONSTRUCTION PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THEAPPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BEDISCLOSED.NOT USEDN.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.GENERAL EROSION AND SEDIMENT CONTROL NOTES
FUTURE 300' x 120'MULTI-PURPOSEATHLETIC FIELDPOWER COMPANYTRANSFORMERMETERFFE (UPPER LEVEL): 654.00FFE (LOWER LEVEL): 640.00X
X
X
X
X
XCOCOCOCOCOCOCOCOCOCOCOCO
652644647650XXXXXXXXXEXCHANGE STREET NW(SR 1430)COCOGEORGE W. LILES BOULEVARDVINING STREET NWLANGFORD AVENUE NWJOHN GALT WAY NWINTERSTATE 85 NORTH - EXIT RAMPXXXXUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP UGPUGPUGPPHASE 3(FUTURE)PHASE 3 (FUTURE)PHASE 1CANNON MEMORIAL YMCA, INC.DB.3479 PG. 222MB.39 PG. 15601-20-057711.190 ACRESAREA 1.209 ACRES ±A DIVISION OF TM 5600-29-0764A DIVISION OFDB 1482 PG 82 &DB 1901 PG 298630
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3
5
6
4
0
620
630
640 620610610620615620
625
630
640
635
630
625
620
625629630635
64064464565065566065
5652660 6406396386
3
5
6
4
0 635630620630620635630635630620618618637639 PHASE 2PHASE 2FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500
F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
E
M
A
5
0
0
F
EM
A
5
0
0FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA1
0
0
FEMA1
0
0
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA
1
0
0
FEMA100FEMA100F
E
M
A
1
0
0
FEMA100FEMA100FEMA100F
E
M
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
EM
A
1
0
0
F
EM
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
E
M
A
1
0
0 FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100INTERMITTENTSTREAM C - 19' LONGINTERMITTENTSTREAM D - 173' LONGFEMA X SECTION 036 BFE 606.9'FEMA X-SECTION 030 BFE= 605.0APPROXIMATE TOP OF BANKAPPROXIMATE TOP OF BANKAPPROXIMATE CREEK CENTERLINEUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFERUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFERVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKING6146096166386396406426416456446436
4
6
648649650651
6
4
9 644641623623 6206196196146106166
0
7TC650.98'TC651.31'TC652.50'A1A5A3A7A2A4A6
B12B10B11B9 B8TC651.01'TC650.96'GUTTER650.58'GUTTER650.52'SWK651.12'SWK651.06'B7
B4B1C3C1C5C7C2C4C6B12B10B6B4B0B11B9 B1B5B7 UPDATEDSURVEYBOUNDARYSURVEYBOUNDARY,SEE NOTEON SHEET103COMPENSATORYCUT AREAAREA OF FLOODPLAIN TO BE FILLEDAND BE OFFSET BY COMPENSATORYCUT AREA, SEE FLOODPLAIN NOTE #1ON SHEET C400.20' WIDE CONSTRUCTION PATHFOR GRADING PURPOSES30'SCM MAINTENANCEAND ACCESSEASEMENTSCM MAINTENANCE ANDACCESS EASEMENTCLASS 2 STREAMBUFFER30' UNDISTURBEDBUFFERVEGETATED NO-BUILTSETBACK15" O-RINGRCPPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.OVERALL GRADINGPLANC4000SCALE 1"=40'80'40'N
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LEGENDMINOR CONTOURSMAJOR CONTOURSPROP INLETSLAB TOP INLETCURB INLETDOUBLE CURB INLETSTORM PIPESTORM MANHOLESPOT ELEVATIONPAIRED END SECTIONW/ RIP RAP APPRONOUTLET CONTROLSTRUCTUREDRAINAGE AREA700700700SHEETC401SHEETC402SHEETC403SHEETC404GRADING AND STORM DRAINAGE NOTES:1.ON-SITE BURIAL PITS REQUIRE A PERMIT.2.ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTIONDOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE.3.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN ISA VIOLATION AND IS SUBJECT TO A FINE.4.ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATEDWITH INSPECTOR.5.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENTPROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSIONMUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S).6.IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUMOF 0.5% SLOPE ON THE CURB AND GUTTERS.7.THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNELIN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALLDEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS.8.ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICTFRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE ISSUBJECT TO THE RESTRICTIONS IMPOSED BY FLOODWAY REGULATIONS.9.THE LOCAL ENGINEERING DEPARTMENT HAS NOT REVIEWED AND DOES NOT ASSUMERESPONSIBILITY FOR THE STRUCTURAL STABILITY OF ANY EXISTING OR PROPOSEDRETAINING WALLS ON THE SITE.10.ALL SIDEWALKS SHALL SLOPE TOWARD ROAD AT 2.0% MAXIMUM.11.CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.12.FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL COORDINATEWITH A GEOTECHNICAL ENGINEER ON THE SUITABILITY OF SOILS PLANNED FOR THESESLOPES AND FOLLOW RECOMMENDATIONS SET FORTH BY THE GEOTECHNICALENGINEER FOR SLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED TOP TOBOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN S15O, OR APPROVED OTHER,STAKED TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPESSHALL BE INSTALLED IN A BENCHED PATTERN.13.THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORMWATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANYOTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE AREALSO PROHIBITED.14.AS-BUILTS FOR ALL APPLICABLE DETENTION STRUCTURES AND BMP MEASURES AREREQUIRED. AS-BUILTS ARE TO INCLUDE LATITUDE AND LONGITUDE FOR CENTER OFMEASURE, AND INLETS AND OUTLETS OF ALL STRUCTURES. ELEVATIONS AREREQUIRED FOR ALL MEASURES AS WELL AS DIMENSIONS OF ALL MEASURES.15.ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS.16.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'REQUIRE ADEQUATE TERRACING.17.ALL PIPE TO BE INSTALLED AND BEDDED PER MANUFACTURER'S SPECIFICATIONS.18.SEE ARCHITECTURAL PLANS FOR FOUNDATION DRAINAGE DESIGN.19.RCP SHALL BE CLASS III PIPE UNLESS OTHERWISE NOTED.20.ALL PIPE DISTANCE IS MEASURED FROM CENTER OF A STRUCTURE TO CENTER OFSTRUCTURE WITH THE EXCEPTION OF THE OUTFALL PIPES. THE LENGTH OF THEOUTFALL PIPE IS MEASURED FROM CENTER OF STRUCTURE TO BEGINNING OF FLAREDEND SECTION.21.NO VEHICULAR TRAFFIC SHALL BE ALLOWED ACROSS PIPES UNTIL A MINIMUM OF 2'COMPACTED COVER HAS BEEN INSTALLED.22.ALL CONSTRUCTION TO MEET OR EXCEED NCDOT AND LOCAL STANDARDS.23.SITE, SURVEY, AND CONSTRUCTION DOCUMENTS MAY NOT REFLECT ALL SURFACEAND / OR UNDERGROUND COMPONENTS. CONTRACTOR SHALL REQUEST AND REVIEWORIGINAL SITE AND BUILDING RECORD DOCUMENTS.24.IT IS RECOMMENDED THAT THE CONTRACTOR UTILIZE THE SITE SURVEYOR FOR ALLCONSTRUCTION AND AS-BUILT SURVEYS REQUIRED AS PART OF THIS PROJECT.25.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITIES (INCLUDINGPROPOSED CROSSINGS) PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THEOWNER. EXISTING UNDERGROUND UTILITIES SHALL BE AS-BUILT SURVEYED,INCLUDING ANY EXISTING UTILITIES DISCOVERED THROUGH SOFT DIG OR POTHOLEEXCAVATION. SURVEY SHALL INCLUDE HORIZONTAL AND VERTICAL LOCATIONS,UTILITY LINE MATERIAL AND SIZE, AND BE TIED TO THE EXISTING SITE SURVEY.LIMITS OF UPDATEDTOPOGRAPHIC SURVEYFLOODPLAIN GRADING NOTES:1.ENGINEER CERTIFIES THAT THE ACTIVITY OR DEVELOPMENT WITHIN FLOODPLAINWILL NOT RESULT IN AN INCREASE IN THE FLOOD LEVEL DURING A BASE FLOODOUTSIDE PROPERTY BOUNDARIES.ALL STORM INLETS MUST BE EMBOSSED WITH AFISH LOGO AND STATEMENT "DUMP NO WASTE,DRAINS TO STREAM."
0+000+500+65.04FFE (LOWER LEVEL): 640.00XXXXXXXXLANGFORD AVENUE NW622639638638637637636636635635634634633623624624625625624623623623622622621621622633633632631632629638638639638632633634634635637636636635634640630628626629627630629631627628630630652632636636637633621620618619618616614635623625627624625627626628624624626UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP61563964264140636637638639PHASE 3 (FUTURE)PHASE 1CANNON MEMORIAL YMCA, INC.DB.3479 PG. 222MB.39 PG. 15601-20-057711.190 ACRES6
3
0
6
3
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0 6206156406396386
3
5
6
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0 635630620635630620618637PHASE 2FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
E
M
A
5
0
0
FEM
A
5
0
0FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
EM
A
1
0
0FEMA100
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYAPPROXIMATE TOP OF BANKAPPROXIMATE TOP OF BANKAPPROXIMATE CREEK CENTERLINEUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFEREXISTING WETLAND A(0.11 ACRES)INTERMITTENT STREAM BLOWER PORTION - 62' LONGINTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM B UPPER PORTION - 48' LONGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANLOADING AREALOADING AREAFIRE LANE - NO PARKINGFIRE LANE - NO PARKING614609616638639640642641645644643644641623623 620619A1A5A3A7A2A4A6
B9 B8B7
B4B1C3C1C5C7C2C4C6B6B4B0B9 B1B5B7 UPDATEDSURVEYBOUNDARYAREA OF FLOODPLAIN TO BE FILLED AND BE OFFSET BY COMPENSATORYCUT AREA, SEE FLOODPLAIN NOTE #1 ON SHEET C400.30'SCM MAINTENANCE ANDACCESS EASEMENTSCM MAINTENANCE ANDACCESS EASEMENT15" O-RING RCPPIPE CROSSINGA2 15" RCP INV: 608.8415" O-RING RCP SCMOUTLET INV: 604.47CB (NEW)RIM: 624.18INV OUT: 615.53WALL HT. 10'WALL HT. 10'WALL HT. 10'WALL HT. 8'PROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.GRADING PLANC4010SCALE 1"=20'40'20'N
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LEGENDMINOR CONTOURSMAJOR CONTOURSPROP INLETSLAB TOP INLETCURB INLETDOUBLE CURB INLETSTORM PIPESTORM MANHOLESPOT ELEVATIONPAIRED END SECTIONW/ RIP RAP APPRONOUTLET CONTROLSTRUCTUREDRAINAGE AREA700700700SEE SHEET C400FOR GRADINGNOTES ANDDRAINAGE NOTESLIMITS OF UPDATEDTOPOGRAPHIC SURVEY
5' SETBACKFFE (LOWER LEVEL): 640.00X
X
X
X
X
X
X
X
X
X
X
X
X
6
1
2
630644XXXXXXXXXXXXXXXXXXXGEORGE W. LILES BOULEVARDLANGFORD AVENUE NWPHASE 3 (FUTURE)PHASE 1620
625
630
640
635
630
625
620
625629
630635640644645640639638635630635630620618618637639 PHASE 2FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
F
EM
A
5
0
0
F
EM
A
5
0
0
F
EMA
5
0
0FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
EM
A
1
0
0
F
EM
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYINTERMITTENTSTREAM C - 19' LONGINTERMITTENTSTREAM D - 173' LONGEXISTING WETLAND B(0.06 ACRES)INTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM B UPPER PORTION - 48' LONGUNDISTURBED 30' CREEK BUFFERVEGETATED CREEK BUFFERFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING6386396406196196146106166
0
7
B9 B8B7 B4B6B4B9 B5B7
UPDATEDSURVEYBOUNDARYCOMPENSATORY CUTAREAAREA OF FLOODPLAIN TO BE FILLED AND BE OFFSET BY COMPENSATORYCUT AREA, SEE FLOODPLAIN NOTE #1 ON SHEET C400.20' WIDE CONSTRUCTION PATHFOR GRADING PURPOSESPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.GRADING PLANC4020SCALE 1"=20'40'20'N
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LEGENDMINOR CONTOURSMAJOR CONTOURSPROP INLETSLAB TOP INLETCURB INLETDOUBLE CURB INLETSTORM PIPESTORM MANHOLESPOT ELEVATIONPAIRED END SECTIONW/ RIP RAP APPRONOUTLET CONTROLSTRUCTUREDRAINAGE AREA700700700SEE SHEET C400FOR GRADINGNOTES ANDDRAINAGE NOTESLIMITS OF UPDATEDTOPOGRAPHIC SURVEY
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TORIPTION
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESC
BO
609.54
N/A
NCDOT ES -1 for 42 inch Pipe
B1
42"
B2 -BO
606.67
605.66
1.75%
57.82 LF
42 inch RCP
B2
635.60
28.93'
EXISTING NCDOT 840.52 CONCRETE MANHOLE
B3
42"
134-132
630.44
626.91
8.44%
41.80 LF
42 inch RCP
B4
636.84
6.40'
EXISTING NCDOT 840.52 CONCRETE MANHOLE
B5
24"
B6 -B4
633.60
630.71
4.00%
72.21 LF
24 inch RCP
B6
640.17
6.57'
EXISTING NCDOT 840.02 CONCRETE CATCH BASIN
B7
24"
B8 -B6
637.98
633.80
3.38%
123.36 LF
24 inch RCP
B8
646.24
8.26'
NCDOT 840.02 CONCRETE CATCH BASIN
B9
24'
B10 - B8
639.16
638.32
2.00%
41.91 LF
24 inch RCP
B10
648.15
8.99'
NCDOT 840.52 PRECAST MANHOLE
GRADING AND STORM DRAINAGE NOTES: 13. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM / o o I 1 I I I c 111 1111 III I I
WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY / o o I I I `I I I I I I I I I 1 1 1 1 1 1 1 1 III I
1. ON-SITE BURIAL PITS REQUIRE A PERMIT. OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE O/) 0 X I ( I I I I I I I I I I I I 1 I 1 1 1 1 I 1 1 I 1 I 1 1 1 1 I I 1 I Morris -Berg
ALSO PROHIBITED. 0 0 I I I I I1 1 1 1 1 1 11 I I I I I
2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION 14. AS-BUILTS FOR ALL APPLICABLE DETENTION STRUCTURES AND BMP MEASURES ARE / of I I III I I I I 1 yl ' l I I � l)J l ) )//1
l � l DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. - / o I 6101 CARNEGIE BOULEVARD, SUITE 101 CHARLOTTENC28209-0641
REQUIRED. AS BUILTS ARE TO INCLUDE LATITUDE AND LONGITUDE FOR CENTER OF a II I l / )),)),))
/ / / / / / //� LEGEND [phone] FAX [phone]
MEASURE, AND INLETS AND OUTLETS OF ALL STRUCTURES. ELEVATIONS ARE / / 0 � b I I I I I I I I / I / / / / / / / / / 0� I II3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS o 1 1 I ) / / / fI I 700 MINOR CONTOURS
A VIOLATION AND IS SUBJECT TO A FINE. REQUIRED FOR ALL MEASURES AS WELL AS DIMENSIONS OF ALL MEASURES. / o I o I III II I I I I o I I / / / / / // l )/ r I i" I I I I I I s e • * 00
15. ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS. / X I I I I I I I I p 1/ 1 i I 101 `I 1 I I I I I 700 MAJOR CONTOURS i
4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED o Io I //
WITH INSPECTOR. o I I I I I I I I b l l , I o1 I I Io' I I I III 1 1 1 1 T I M M O N S GROUP
16. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' / 0 11 1 1 1 1 1 1 1 1 I b l l I I 1 1 III p PROP INLET
REQUIRE ADEQUATE TERRACING. / I I I I I YOUR VISION ACHIEVED THROUGH OURS.
5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT o °� 01 I I I I d 11 I I I I I I I I I I I I 1 I I 610 EAST MOREHEAD STREET, STE. 250
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION 17. ALL PIPE TO BE INSTALLED AND BEDDED PER MANUFACTURER'S SPECIFICATIONS. 0 I I I d 0 I I I I I� 1 1 ( I I I I I I I I I I I I I III I I m SLAB TOP INLET CHARLOTTE, NORTH CAROLINA 28202
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S). / 0 ' I 1 6 1 1 1 b I I I I I I I I I I I I I
6. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM 18. SEE ARCHITECTURAL PLANS FOR FOUNDATION DRAINAGE DESIGN. / o IIS I I I Ii
b I II I bb IIII I I I I I I I I I I I I I ' ' I 0 o' P 10I I I �� ® CURB INLET
I _ - T 1 1 OF 0.5°/ SLOPE ON THE CURB AND GUTTERS. / 0 Iol I I I I 1 I l o I I
\ -�-- \ / I I 1 I 1 I dd
\ \ - / / II I I / / I 19. RCP SHALL BE CLASS III PIPE UNLESS OTHERWISE NOTED. I � I I Q®DOUBLE CURB INLET
I I I � '/1I IIIIj-- --� - e I J�� d I I III \� III 1 I I 1 I � 1 I I I 6 I I ' I I I' I I
I - 1' I 1 I I 7. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL 20. ALL PIPE DISTANCE IS MEASURED FROM CENTER OF A STRUCTURE TO CENTER OF 0 6 1 1 I b 01 I I I o 7 01 I I I fol I I I I I I I
\ - I I I I IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL I o
\ \ / I ' I I - ' I I STRUCTURE WITH THE EXCEPTION OF THE OUTFALL PIPES. THE LENGTH OF THE o I I
�_ I I I I I I ( I I I h DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS. OUTFALL PIPE IS MEASURED FROM CENTER OF STRUCTURE TO BEGINNING OF FLARED o it I I I IIII 0 I I I I 0I I I I I Q I I I I I SCALE 1"=20' STORM PIPE
\ I I I I �\ �� ) ))"% J J 1 I END SECTION. o I� 1 1 I I I I I I o I I I 1 5 1 bbb 1 1 1 1 1 1 1 1
\ / III 1(� \ \ /_// / /- I 1 8. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICT 0 0 0 0 ° o ° 1�.I of o II
11.1 o ° p I I Q 20' 40' @ STORM MANHOLE
\ / I \ \ - ,- / � / X I, FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS 21. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ACROSS PIPES UNTIL A MINIMUM OF 2' o o I d b I r IIIII / I I I III I I I
\ \ \ J " / 1 I SUBJECT TO THE RESTRICTIONS IMPOSED BY FLOODWAY REGULATIONS. I I I / / / /
V � I � (. v � A _ - _ _ _ _ �� / / �I1 I I I, COMPACTED COVER HAS BEEN INSTALLED. I I I 1 � i I I I I / / / I 1 1 X700 SPOT ELEVATION
\ _� _ _ / J I1 I I l/// l/ I/ I/ I I I I
�\ _ _ _ - _ _ / / 1 9. THE LOCAL ENGINEERING DEPARTMENT HAS NOT REVIEWED AND DOES NOT ASSUME I I III I I
\ �/ - - - \ - _ _ - _ _ _ - - - �/ / I / / / /' 1 1 RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF ANY EXISTING OR PROPOSED 22• ALL CONSTRUCTION TO MEET OR EXCEED NCDOT AND LOCAL STANDARDS. I IIII III l I l l I / I /I 'III I I I I I I I PAIRED END SECTION
/ \\ - -- - %' I I RETAINING WALLS ON THE SITE. I I I I I I I I // I II I I I I 0
\ - _ - _ _ ` _ � � - - _- - , � ) / / / I I 23. SITE, SURVEY, AND CONSTRUCTION DOCUMENTS MAY NOT REFLECT ALL SURFACE IIIIIII I I I I I I II W/ RIP RAP APPRON
' \ -_ - - - _ � - � -� - - - - % 6' \ �- / / / I I' AND / OR UNDERGROUND COMPONENTS. CONTRACTOR SHALL REQUEST AND REVIEW I III (IIIIIIu I I I I I
\ \ �X _ \ __ _ = = _ _ - _ _ j - `� ) /l / / I i I', 10. ALL SIDEWALKS SHALL SLOPE TOWARD ROAD AT 2.0% MAXIMUM. ORIGINAL SITE AND BUILDING RECORD DOCUMENTS. I t I I I l I III I I I 1 I I
_ \ - � _ _ - _ - % _ I 1 � 1 I I I I I 1 OUTLET CONTROL
- O \ _ �7_ - - _ - - _ _- - � - - - \ - � / / I I 11. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION. 24. IT IS RECOMMENDED THAT THE CONTRACTOR UTILIZE THE SITE SURVEYOR FOR ALL I I Ii
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�_ - � - �X - - - - _ '�- ' - - - - r'= _ I " I I I I CONSTRUCTION AND AS -BUILT SURVEYS REQUIRED AS PART OF THIS PROJECT. IIIII -I 11( l / / l 1 I IIIII I ``��� �N C �i�
� _ �_ _ - \ _ I \ - _ - - _- � - - - _ \ �s J I 12. FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL COORDINATE I I I / / / / J I �� Off •••••"' ��
I I 1 1 L- -� / / I DRAINAGE AREA sC
_ O \ -O _ - - _ _ , - / I WITH A GEOTECHNICAL ENGINEER ON THE SUITABILITY OF SOILS PLANNED FOR THESE I �- l I I I �: ' q�'11
_ \X - - - - - -� - _ SLOPES AND FOLLOW RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL 25. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITIES (INCLUDING I I 1 1 L �J ( / / / / /
\ ` \ O _ _ \ - - _ - PROPOSED CROSSINGS) PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THE I I I �- 1f (/ / / LIMITS OF UPDATED
7- \t - _ \ \ -�-__ - \ ENGINEER FOR SLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED TOP TO ' I 1 II - / (� I (I (� TOPOGRAPHIC SURVEY No. •i * =
\� _ OOWNER. EXISTING UNDERGROUND UTILITIES SHALL BE AS BUILT SURVEYED, I I _ _ -/ J
- - _ --`` _ \ _ _ �_ : _ _ X� \ I BOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN S150, OR APPROVED OTHER, I I- _ _1 I I I _
_ / INCLUDING ANY EXISTING UTILITIES DISCOVERED THROUGH SOFT DIG OR POTHOLE I I _
_ �X� \ • ,x STAKED TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES - s
\ �\� _ O O � • /= EXCAVATION. SURVEY SHALL INCLUDE HORIZONTAL AND VERTICAL LOCATIONS, L- I I O� -/ zz
\ \ \ ' \ SHALL BE INSTALLED IN A BENCHED PATTERN. I / ) I IIII I
` - - - O O O _ _ � • / \ / i UTILITY LINE MATERIAL AND SIZE, AND BE TIED TO THE EXISTING SITE SURVEY. / / /I l I I I III + \ v •• �. ��•'• :�
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` \ \ � � \ \ \ � � -\ - \ 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
____ /I \ _ - - - - _ ` \ _ �I------------ I ---- �-------11 ✓ I I I I I \ - - -- - - APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES C403
\ / - - - - - - - _ 0 - - - � , \ 1 ` I I II I II I i - �_ - ARE LOCATED PRIOR TO CONSTRUCTION
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\ / / / - ` - / 0 SURVEY l 1 - J - I I I I THE PUBLIC.
\ \ / / I I ` - \ ♦ BOUNDARY, SEE \ \ I I ` I I I I I I 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
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\ \ � \ \ \ \ /I \ \ : \ /J-------- \6+ , -----------I \ I I III III COUNTY SPECIFICATIONS.
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FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING0+000+500+65.04POWER COMPANYTRANSFORMERMETER5' SETBACK5' SETBACK5' SETBACK5' SETBACK15' SETBACK
PROP. H.D. ASPHALT(SEE DETAIL C9-16)20' RECORDED EASEMENT20' PROPOSED EASEMENT20' PROPOSED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENTTIE PROP. 12" WATER MAINTO EX. 24" WATER MAIN20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' PROPOSED EASEMENT20' PROPOSED EASEMENTFFE (UPPER LEVEL): 654.00WMFFE (LOWER LEVEL): 640.00PROP. 12" WATER MAINEX. 24" WATER MAINX
X
X
X
X
XWMCOCOCOWMWMCOCOWMCOWMWMCOWMWMCOCOCOCOWMWMWMWMCO 100 YEAR FLOOD PLAIN (OLD)100 YEAR FLOOD PLAIN (OLD)FDCNO PARKINGFIRELANEPROP. 72LF OF 24" RCP1611187PROP. JBPROP. YIPROP. JBPROP. JBPROP. JBPROP. CBPROP. DIPROP. CBPROP. CBPROP. CBPROP. CBPROP. CBPROP. JBPROP. CBPROP. 58LFOF 15" RCPPROP. 112LFOF 8" PVCPROP. 35LFOF 15" RCPPROP. 97LF OF 15" RCPPROP. 96LF OF 15" RCPPROP. 24LFOF 15" RCPPROP. 136LF OF 15" RCPPROP. 137LF OF 15" RCPPROP. 134LF OF 15" RCPPROP. 61LF OF 15" RCPPROP. 99LF OF 18" RCPPROP. 180LF OF 24" RCPPROP. 131LF OF 24" RCPPROP. 102LF OF 24" RCP151716A181954321210918A21232220@ 3.50% FOR STUB-OUT13A@ 3.50%@ 3.75%@ 1.00%@ 5.50%@ 1.06%@ 4.23%@ 1.00%@ 2.67%@ 1.10%@ 3.45%@ 1.36%@ 1.00%@ 1.00%131412APROP. JB5APROP. 42LF OF42" RCP @ 1.00%19ARIM : 637.73INV. : 629.43OUT : 634.03PROP. 58LF OF613.00EX. CATCH BASIN TO BE RELOCATED TO NEW CURB AND PIPE LENGTH TO BE ADJUSTED ACCORDINGLY(PER NCDOT STANDARDS840.03 & 840.04)24" RCP @ 1.00%612.00608.00607.00VEHICLE ACCESS6
1
2
630670INV: 597.79650INV: 597.8416" DIP48" CMPINV: 597.85INV: 597.47INV: 601.65INV: 600.86XXXXXXXXXCBRIM: 620.97'INV: INACCESSIBLECBRIM: 620.71'INV: INACCESSIBLE?"RCPCBRIM: 628.49INV IN: 614.22INV OUT: 614.1515" RCP15" RCPFESINV: 614.33CBRIM: 639.66INV IN (S): 631.26INV IN (E): 631.18INV OUT: 630.44SDMHRIM: 622.24INV IN: 614.91INV OUT: 614.80?"RCP18" RCP24" RCPCBRIM: 647.74INV IN (S&E): 639.19INV OUT: 639.1615" RCP18" RCPDIRIM: 655.05INV IN: 647.83INV OUT: 647.6818" RCP18" RCP15" RCP15" RCP18" RCPDIRIM: 650.53INV OUT: 646.48SDMHRIM: 651.04INV IN: 646.04INV OUT: 645.9912" RCPDIRIM: 648.45INV IN(E): 643.55INV IN(S): 643.34INV OUT: 643.33CBRIM: 651.77INV IN (S&E): 646.90INV OUT: 646.77DIRIM: 647.89INV IN: 642.70INV OUT: 642.05CBRIM: 650.10INV IN: 644.08INV OUT: 644.02DIRIM: 650.29INV INACCESSIBLEDIRIM: 652.59INV OUT: 647.66CBRIM: 650.84INV INACCESSIBLEEXCHANGE STREET NW(SR 1430)6" C900 PVC-CLASS150 WATER LINECOCORETAININGWALLRETAININGWALL W/ WALKRETAININGWALL W/WALKSTEPSSTEPSGEORGE W. LILES BOULEVARDVINING STREET NWLANGFORD AVENUE NWJOHN GALT WAY NWINTERSTATE 85 NORTH - EXIT RAMPXXXXUGPUGPUGPUGPUGP620619624 623620621625 622640640 639639638638637637636636635635634634633626626625625624624623622624624625625624623625625623626 622623623622622 621621622625633633633632632630628626627629631631632629638638639639638632633634634635637636634634634 634635635641639640641641640635640638636637639636636634632630631633635635635635639636635634652653651650649648656654652650648655653651649645643641644642640646647649648650651652652653
654654658659660662656661663655652650650659661663662661660659663664657658656656655654653652651650650658657656655654650649652654655657630628626629627630629631627628630630660660661658657659655652650649648647646645646646647648649650651652654653655657655653652651656657658659660661662663664632636636637633621620618619618616614641641 640638640640641641641642643644645648635623625627624625627626628624624626628 629627626628626628630UGPUGPUGPUGPUGP652651651UGPUGPUGPUGPUGPUGPUGP 61661861861661161561563964264140636637638639PHASE 3(FUTURE)PROP. 15LFOF 6" PVCROOF DRAINPROP. 5LFOF 6" PVCROOF DRAINPROP. 5LFOF 6" PVCROOF DRAINPROP. 46LF OF15" RCP @ 1.00%PROP. 19LFOF 6" PVCROOF DRAINPROP. 56LFOF 6" PVCROOF DRAINPROP. 6LFOF 6" PVCROOF DRAINPROP. 10 LFOF 6" PVCROOF DRAINPROP. 6LFOF 6" PVCROOF DRAINPROP. 72LFOF 8" PVCROOF DRAINPROP. 9LFOF 6" PVCROOF DRAINPROP. 34LFOF 6" PVCROOF DRAINPROP. 16LFOF 8" PVCROOF DRAINPROP. 58LFOF 6" PVCROOF DRAINPROP. 3"DOMESTIC LINEPROP. 8"FIRE LINEPROP. 8"X8"X8"TEE FOR FDCPROP. 12"X12"X8" TEEWITH 8" GATE VALVEAND DCDA BACKFLOW(SEE DETAIL C9-5)PROP. 8"X8"X4" TEE WITH 4" GATEVALVE, 4" DOMESTIC METER, AND4" RP BACKFLOW.REDUCESERVICE LINE TO 3" AFTERBACKFLOW (SEE DETAIL C9-6)PROP. 2" BLOW OFF(SEE DETAIL C9-3)PROP. 8" STUBPROP. 12"X12"X8" FH TEE(SEE DETAIL C9-4)PROP. STUB-OUT WITH 4X4POST TO MARK LOCATIONOF PIPE END FOR FUTUREDEVELOPMENTPHASE 3 (FUTURE)PHASE 1CANNON MEMORIAL YMCA, INC.DB.3479 PG. 222MB.39 PG. 15601-20-057711.190 ACRESAREA 1.209 ACRES ±A DIVISION OF TM 5600-29-0764A DIVISION OFDB 1482 PG 82 &DB 1901 PG 298615605620 600610600595600605610615620625
625620635
630
625
620605610610605610605605610605
610
610615610 615625630
6
3
5
6
4
0
615615
610
6156106056156106056056006006056106156
1
5
6
1
0
6
0
5
615
61
0
605
605
610
615
620
620
630
640 620610610620615610
6
1
5
620
62
5
6
3
0
620
625
630
640
635
630
625
620
625629630635
64064464565065566065
5652653660 650650 6406396386
3
5
6
4
0 635630620615
610
605
610
615
620
625
628
630
634
635 6306206
2
0
6
1
5
6
1
0
635630635630620618618637639 637650650640645650655660665670670650 645640PHASE 2PHASE 2FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500
F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
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5
0
0
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A
5
0
0FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA1
0
0
FEMA1
0
0
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA
1
0
0
FEMA100FEMA100F
E
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A
1
0
0
FEMA100FEMA100FEMA100F
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A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
EM
A
1
0
0
F
EM
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
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A
1
0
0 FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYINTERMITTENTSTREAM C - 19' LONGINTERMITTENTSTREAM D - 173' LONGFEMA X SECTION 036 BFE 606.9'FEMA X-SECTION 030 BFE= 605.0APPROXIMATE TOP OF BANKAPPROXIMATE TOP OF BANKAPPROXIMATE CREEK CENTERLINEUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFERUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFEREXISTING WETLAND A(0.11 ACRES)EXISTING WETLAND B(0.06 ACRES)INTERMITTENT STREAM BLOWER PORTION - 62' LONGINTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM B UPPER PORTION - 48' LONGUNDISTURBED 30' CREEK BUFFERVEGETATED CREEK BUFFERFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING6146096166386396406426416456446436
4
6
648649650651
6
4
9 644641623623 6206196196146106166
0
7TC650.98'TC651.31'TC652.50'A1A5A3A7A2A4A6
B12B10B11B9 B8TC651.01'TC650.96'GUTTER650.58'GUTTER650.52'SWK651.12'SWK651.06'B7
B4B1C3C1C5C7C2C4C6B12B10B6B4B0B11B9 B1B5B7
PROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.STORM DRAINAGEAREA MAPC4050SCALE 1"=40'80'40'N
A
D

8
3 0.900.26A10.900.51A30.900.21A50.600.29C50.850.56C30.850.65C1
STORM A600605610615620625630600605610615620625630614.5613.6613.3614.47613.64613.30-0+500+001+002+002+50A257.75' OF15" RCP@ 1.65%A457.75' OF15" RCP@ 1.00%A625.75' OF15" RCP@ 1.78%A1TOP 613.91INV OUT 609.34 (A2)A3TOP 612.98INV IN 608.39 (A2)INV OUT 608.29 (A4)A5TOP 613.89INV IN 607.71 (A4)INV OUT 606.96 (A6)A7TOP 607.94INV IN 606.50 (A6)STORM STRUCTURE TABLESTRUCTURE #A1A3A5A7TOP613.91612.98613.89607.94STRUCTURE HEIGHT4.56'4.69'6.94'???'DESCRIPTIONNCDOT 840.02 CONCRETE CATCH BASINNCDOT 840.02 CONCRETE CATCH BASINNCDOT 840.02 CONCRETE CATCH BASINNCDOT ES-1 for 24 inch PipeSTORM PIPE TABLEPIPE #A2A4A6DIA15"15"15"FROM - TOA1 - A3A3 - A5A5 - A7UPSTREAMINVERT609.34608.29606.96DOWNSTREAMINVERT608.39607.71606.50SLOPE1.65%1.00%1.78%LENGTH57.75 LF57.75 LF25.75 LFDESCRIPTION15 inch RCP15 inch RCP15 inch RCPSTORM B590595600605610615620625630635640645650590595600605610615620625630635640645650615.0
616.3
638.5
640.8
643.3
645.7
648.1
614.96
616.30
638.54
640.77
643.26
645.69
648.09-0+500+001+002+003+004+005+005+50B12
TOP 648.15
INV OUT 639.16 (B11)
B10
TOP 646.24
INV IN 638.32 (B11)
INV OUT 637.98 (B9)B1133.88' OF42" RCP@ 1.00%B0
TOP 609.42
INV IN 605.54 (B3)
B4
TOP 616.87
INV IN 607.48 (B5)
INV OUT 607.28 (B1)B541.80' OF42" RCP@ 1.00%B6
TOP 636.84
INV IN 630.71 (B7)
INV OUT 607.89 (B5)B772.21
'
OF24" RCP@ 4
.00%
B12
TOP 648.15
INV OUT 639.16 (B11)B1141.91' OF24" RCP@ 2.00%B10
TOP 646.24
INV IN 638.32 (B11)
INV OUT 637.98 (B9)B9123.36' OF24" RCP@ 3.38%B8
TOP 640.17
INV IN 633.80 (B9)
INV OUT 633.60 (B7)STORM C595600605610615620625595600605610615620625614.0
615.2
615.8
616.2
620.1
622.6
614.00
615.17
615.80
616.18
620.06
622.63-0+500+001+002+003+003+50C246.69' OF18" CMP@ 0.50%C4141.92
'
OF18"
CMP@ 5
.42%C684.20' OF24" CMP@ 0.89%C1
TOP 621.42
INV OUT 617.35 (C2)
C3
TOP 623.45
INV IN 617.12 (C2)
INV OUT 617.45 (C4)
C5
TOP 615.25
INV IN 609.75 (C4)
INV OUT 609.75 (C6)
C7
TOP 610.50
INV IN 609.00 (C6)STORM STRUCTURE TABLESTRUCTURE #B0B2B4B6B8B10B12TOP609.42614.81616.87636.84640.17646.24648.15STRUCTURE HEIGHT???'9.07'9.60'28.95'6.57'8.26'8.99'DESCRIPTIONNCDOT ES-1 for 42 inch PipeNCDOT 840.52 PRECAST MANHOLEEXISTING NCDOT 840.52 CONCRETE MANHOLEEXISTING NCDOT 840.52 CONCRETE MANHOLEEXISTING NCDOT 840.02 CONCRETE CATCH BASINNCDOT 840.02 CONCRETE CATCH BASINNCDOT 840.52 PRECAST MANHOLESTORM STRUCTURE TABLESTRUCTURE #C1C3C5C7TOP621.42623.45615.25610.50STRUCTURE HEIGHT4.07'6.33'5.50'1.58'DESCRIPTIONNCDOT 840.02 CONCRETE CATCH BASINNCDOT 840.02 CONCRETE CATCH BASINNCDOT 840.02 CONCRETE CATCH BASINNCDOT ES-1 for 15 inch PipeSTORM PIPE TABLEPIPE #B1B3B5B7B9B11DIA42"42"42"24"24"24"FROM - TOB4 - B2B2 - B0B6 - B4B8 - B6B10 - B8B12 - B10UPSTREAMINVERT607.28605.74607.89633.60637.98639.16DOWNSTREAMINVERT605.94605.54607.48630.71633.80638.32SLOPE1.00%1.00%1.00%4.00%3.38%2.00%LENGTH133.88 LF19.50 LF41.80 LF72.21 LF123.36 LF41.91 LFDESCRIPTION42 inch RCP42 inch RCPEXISTING 42 inch RCPEXISTING 24 inch RCP24 inch RCP24 inch RCPSTORM PIPE TABLEPIPE #C2C4C6DIA18"18"24"FROM - TOC1 - C3C3 - C5C5 - C7UPSTREAMINVERT617.35617.45609.75DOWNSTREAMINVERT617.12609.75609.00SLOPE0.50%5.42%0.89%LENGTH46.69 LF141.92 LF84.20 LFDESCRIPTION18 inch CMP Pipe18 inch CMP Pipe24 inch CMP PipeINV 604.4715" RCPPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.STORM PROFILESC406PROFILE SCALE001" = 50'1" = 5'PROFILE SCALE001" = 50'1" = 5'PROFILE SCALE001" = 50'1" = 5'
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGPOWER COMPANYTRANSFORMERMETER5' SETBACK5' SETBACK5' SETBACK5' SETBACK15' SETBACK
PROP. H.D. ASPHALT(SEE DETAIL C9-16)20' RECORDED EASEMENT20' PROPOSED EASEMENT20' PROPOSED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENTTIE PROP. 12" WATER MAINTO EX. 24" WATER MAIN20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' PROPOSED EASEMENT20' PROPOSED EASEMENTFFE (UPPER LEVEL): 654.00WMFFE (LOWER LEVEL): 640.00PROP. 12" WATER MAINEX. 24" WATER MAINX
X
X
X
X
XWMCOCOCOWMWMCOCOWMCOWMWMCOWMWMCOCOCOCOWMWMWMWMCO 100 YEAR FLOOD PLAIN (OLD)100 YEAR FLOOD PLAIN (OLD)FDCNO PARKINGFIRELANENO PARKINGFIRELANENO PARKINGFIRELANEPROP. 72LF OF 24" RCP1611187PROP. JBPROP. YIPROP. JBPROP. JBPROP. JBPROP. CBPROP. DIPROP. CBPROP. CBPROP. CBPROP. CBPROP. CBPROP. JBPROP. CBPROP. 58LFOF 15" RCPPROP. 112LFOF 8" PVCPROP. 35LFOF 15" RCPPROP. 97LF OF 15" RCPPROP. 96LF OF 15" RCPPROP. 24LFOF 15" RCPPROP. 136LF OF 15" RCPPROP. 137LF OF 15" RCPPROP. 134LF OF 15" RCPPROP. 61LF OF 15" RCPPROP. 99LF OF 18" RCPPROP. 180LF OF 24" RCPPROP. 131LF OF 24" RCPPROP. 102LF OF 24" RCP151716A181954321210918A21232220@ 3.50% FOR STUB-OUT13A@ 3.50%@ 3.75%@ 1.00%@ 5.50%@ 1.06%@ 4.23%@ 1.00%@ 2.67%@ 1.10%@ 3.45%@ 1.36%@ 1.00%@ 1.00%131412APROP. JB5APROP. 42LF OF42" RCP @ 1.00%19ARIM : 637.73INV. : 629.4336" CMPOUT : 634.03INV. : 605.98INV. : 606.06PROP. 58LF OF613.00EX. CATCH BASIN TO BE RELOCATED TO NEW CURB AND PIPE LENGTH TO BE ADJUSTED ACCORDINGLY(PER NCDOT STANDARDS840.03 & 840.04)24" RCP @ 1.00%612.00608.00607.00VEHICLE ACCESS6
1
2
630670INV: 597.791004650.09GTI650INV: 597.8416" DIP48" CMPINV: 597.85INV: 597.47INV: 601.65INV: 600.86XXXXXXXXXXXXXXXXXXXXXXXCBRIM: 623.42INV IN: 615.84INV OUT: 615.79CBRIM: 620.97'INV: INACCESSIBLECBRIM: 620.71'INV: INACCESSIBLE?"RCPCBRIM: 628.49INV IN: 614.22INV OUT: 614.1515" RCP15" RCPFESINV: 614.33CBRIM: 639.66INV IN (S): 631.26INV IN (E): 631.18INV OUT: 630.44SDMHRIM: 622.24INV IN: 614.91INV OUT: 614.80?"RCP18" RCP24" RCPCBRIM: 647.74INV IN (S&E): 639.19INV OUT: 639.1615" RCP18" RCPDIRIM: 655.05INV IN: 647.83INV OUT: 647.6818" RCP18" RCP15" RCP15" RCP18" RCPDIRIM: 650.53INV OUT: 646.48SDMHRIM: 651.04INV IN: 646.04INV OUT: 645.9912" RCPDIRIM: 648.45INV IN(E): 643.55INV IN(S): 643.34INV OUT: 643.33CBRIM: 651.77INV IN (S&E): 646.90INV OUT: 646.77DIRIM: 647.89INV IN: 642.70INV OUT: 642.05CBRIM: 650.10INV IN: 644.08INV OUT: 644.02DIRIM: 650.29INV INACCESSIBLEDIRIM: 652.59INV OUT: 647.66CBRIM: 650.84INV INACCESSIBLEEXCHANGE STREET NW(SR 1430)6" C900 PVC-CLASS150 WATER LINECOCORETAININGWALLRETAININGWALL W/ WALKRETAININGWALL W/WALKSTEPSSTEPSGEORGE W. LILES BOULEVARDVINING STREET NWLANGFORD AVENUE NWJOHN GALT WAY NWINTERSTATE 85 NORTH - EXIT RAMPXXXXUGPUGPUGPUGPUGP620619624 623620621625 622640640 639639638638637637636636635635634634633626626625625624624623622624624625625624623625625623626 622623623622622 621621622625633633633632632630628626627629631631632629638638639639638632633634634635637636634634634 634635635641639640641641640635640638636637639636636634632630631633635635635635639636635634652653651650649648656654652650648655653651649645643641644642640646647649648650651652652653
654654658659660662656661663655652650650659661663662661660659663664657658656656655654653652651650650658657656655654650649652654655657630628626629627630629631627628630630660660661658657659655652650649648647646645646646647648649650651652654653655657655653652651656657658659660661662663664632636636637633621620618619618616614641641 640638640640641641641642643644645648635623625627624625627626628624624626628 629627626628626628630UGPUGPUGPUGPUGP652651651UGPUGPUGPUGPUGPUGPUGP 61661861861661161561563964264140636637638639PHASE 3(FUTURE)PROP. 15LFOF 6" PVCROOF DRAINPROP. 5LFOF 6" PVCROOF DRAINPROP. 5LFOF 6" PVCROOF DRAINPROP. 46LF OF15" RCP @ 1.00%PROP. 19LFOF 6" PVCROOF DRAINPROP. 56LFOF 6" PVCROOF DRAINPROP. 6LFOF 6" PVCROOF DRAINPROP. 10 LFOF 6" PVCROOF DRAINPROP. 6LFOF 6" PVCROOF DRAINPROP. 72LFOF 8" PVCROOF DRAINPROP. 9LFOF 6" PVCROOF DRAINPROP. 34LFOF 6" PVCROOF DRAINPROP. 16LFOF 8" PVCROOF DRAINPROP. 58LFOF 6" PVCROOF DRAINPROP. 3"DOMESTIC LINEPROP. 8"FIRE LINEPROP. 8"X8"X8"TEE FOR FDCPROP. 12"X12"X8" TEEWITH 8" GATE VALVEAND DCDA BACKFLOW(SEE DETAIL C9-5)PROP. 8"X8"X4" TEE WITH 4" GATEVALVE, 4" DOMESTIC METER, AND4" RP BACKFLOW.REDUCESERVICE LINE TO 3" AFTERBACKFLOW (SEE DETAIL C9-6)PROP. 2" BLOW OFF(SEE DETAIL C9-3)PROP. 8" STUBPROP. 12"X12"X8" FH TEE(SEE DETAIL C9-4)PROP. STUB-OUT WITH 4X4POST TO MARK LOCATIONOF PIPE END FOR FUTUREDEVELOPMENTPHASE 3 (FUTURE)PHASE 1CANNON MEMORIAL YMCA, INC.DB.3479 PG. 222MB.39 PG. 15601-20-057711.190 ACRESAREA 1.209 ACRES ±A DIVISION OF TM 5600-29-0764A DIVISION OFDB 1482 PG 82 &DB 1901 PG 298615605620 600610600595600605610615620625
625620635
630
625
620605610610605610605605610605
610
610615610 615625630
6
3
5
6
4
0
615615
610
6156106056156106056056006006056106156
1
5
6
1
0
6
0
5
615
61
0
605
605
610
615
620
620
630
640 620610610620615610
6
1
5
620
62
5
6
3
0
620
625
630
640
635
630
625
620
625629630635
64064464565065566065
5652653660 650650 6406396386
3
5
6
4
0
6
3
0
635630625620620616614617618615
610
605
610
615
620
625
628
630
634
635 6306206
2
0
6
1
5
6
1
0
635630620635630620618618637639 637650650640645650655660665670670650 645640PHASE 2PHASE 2FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500
F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
E
M
A
5
0
0
F
EM
A
5
0
0FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA1
0
0
FEMA1
0
0
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA
1
0
0
FEMA100FEMA100F
E
M
A
1
0
0
FEMA100FEMA100FEMA100F
E
M
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
EM
A
1
0
0
F
EM
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
E
M
A
1
0
0 FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYINTERMITTENTSTREAM C - 19' LONGINTERMITTENTSTREAM D - 173' LONGFEMA X SECTION 036 BFE 606.9'FEMA X-SECTION 030 BFE= 605.0APPROXIMATE TOP OF BANKAPPROXIMATE TOP OF BANKAPPROXIMATE CREEK CENTERLINEUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFERUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFEREXISTING WETLAND A(0.11 ACRES)EXISTING WETLAND B(0.06 ACRES)INTERMITTENT STREAM BLOWER PORTION - 62' LONGINTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM B UPPER PORTION - 48' LONGUNDISTURBED 30' CREEK BUFFERVEGETATED CREEK BUFFERFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.PRE DEVELOPEMENTDRAINAGE AREA MAPC4070SCALE 1"=40'80'40'N
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8
3 POST AREA7.60 ACRESCURVE NUMBER: 72TC: 19.2 MINUTESSHEET FLOW33 LF 54.5% SLOPE1.0 MINUTESTRIANGULARCHANNEL FLOW226 LF 1.58% SLOPE0.30 MINUTESSHALLOWCONCENTRATED91 LF 2.20% SLOPE4.6 MINUTESSHALLOWCONCENTRATED35 LF 34.29% SLOPE0.10 MINUTESSHEET FLOW67 LF 1.19% SLOPE8.4 MINUTESSHALLOWCONCENTRATED253 LF 3.03% SLOPE4.8 MINUTES
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGPOWER COMPANYTRANSFORMERMETER5' SETBACK5' SETBACK5' SETBACK5' SETBACK15' SETBACK
PROP. H.D. ASPHALT(SEE DETAIL C9-16)20' RECORDED EASEMENT20' PROPOSED EASEMENT20' PROPOSED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENTTIE PROP. 12" WATER MAINTO EX. 24" WATER MAIN20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' PROPOSED EASEMENT20' PROPOSED EASEMENTFFE (UPPER LEVEL): 654.00WMFFE (LOWER LEVEL): 640.00PROP. 12" WATER MAINEX. 24" WATER MAINX
X
X
X
X
XWMCOCOCOWMWMCOCOWMCOWMWMCOWMWMCOCOCOCOWMWMWMWMCO 100 YEAR FLOOD PLAIN (OLD)100 YEAR FLOOD PLAIN (OLD)FDCNO PARKINGFIRELANEPROP. 72LF OF 24" RCP1611187PROP. JBPROP. YIPROP. JBPROP. JBPROP. JBPROP. CBPROP. DIPROP. CBPROP. CBPROP. CBPROP. CBPROP. CBPROP. JBPROP. CBPROP. 58LFOF 15" RCPPROP. 112LFOF 8" PVCPROP. 35LFOF 15" RCPPROP. 97LF OF 15" RCPPROP. 96LF OF 15" RCPPROP. 24LFOF 15" RCPPROP. 136LF OF 15" RCPPROP. 137LF OF 15" RCPPROP. 134LF OF 15" RCPPROP. 61LF OF 15" RCPPROP. 99LF OF 18" RCPPROP. 180LF OF 24" RCPPROP. 131LF OF 24" RCPPROP. 102LF OF 24" RCP151716A181954321210918A21232220@ 3.50% FOR STUB-OUT13A@ 3.50%@ 3.75%@ 1.00%@ 5.50%@ 1.06%@ 4.23%@ 1.00%@ 2.67%@ 1.10%@ 3.45%@ 1.36%@ 1.00%@ 1.00%131412APROP. JB5APROP. 42LF OF42" RCP @ 1.00%19ARIM : 637.73INV. : 629.43OUT : 634.03PROP. 58LF OF613.00EX. CATCH BASIN TO BE RELOCATED TO NEW CURB AND PIPE LENGTH TO BE ADJUSTED ACCORDINGLY(PER NCDOT STANDARDS840.03 & 840.04)24" RCP @ 1.00%612.00608.00607.00VEHICLE ACCESS6
1
2
630670INV: 597.79650INV: 597.8416" DIP48" CMPINV: 597.85INV: 597.47INV: 601.65INV: 600.86XXXXXXXXXCBRIM: 620.97'INV: INACCESSIBLECBRIM: 620.71'INV: INACCESSIBLE?"RCPCBRIM: 628.49INV IN: 614.22INV OUT: 614.1515" RCP15" RCPFESINV: 614.33CBRIM: 639.66INV IN (S): 631.26INV IN (E): 631.18INV OUT: 630.44SDMHRIM: 622.24INV IN: 614.91INV OUT: 614.80?"RCP18" RCP24" RCPCBRIM: 647.74INV IN (S&E): 639.19INV OUT: 639.1615" RCP18" RCPDIRIM: 655.05INV IN: 647.83INV OUT: 647.6818" RCP18" RCP15" RCP15" RCP18" RCPDIRIM: 650.53INV OUT: 646.48SDMHRIM: 651.04INV IN: 646.04INV OUT: 645.9912" RCPDIRIM: 648.45INV IN(E): 643.55INV IN(S): 643.34INV OUT: 643.33CBRIM: 651.77INV IN (S&E): 646.90INV OUT: 646.77DIRIM: 647.89INV IN: 642.70INV OUT: 642.05CBRIM: 650.10INV IN: 644.08INV OUT: 644.02DIRIM: 650.29INV INACCESSIBLEDIRIM: 652.59INV OUT: 647.66CBRIM: 650.84INV INACCESSIBLEEXCHANGE STREET NW(SR 1430)6" C900 PVC-CLASS150 WATER LINECOCORETAININGWALLRETAININGWALL W/ WALKRETAININGWALL W/WALKSTEPSSTEPSGEORGE W. LILES BOULEVARDVINING STREET NWLANGFORD AVENUE NWJOHN GALT WAY NWINTERSTATE 85 NORTH - EXIT RAMPXXXXUGPUGPUGPUGPUGP620619624 623620621625 622640640 639639638638637637636636635635634634633626626625625624624623622624624625625624623625625623626 622623623622622 621621622625633633633632632630628626627629631631632629638638639639638632633634634635637636634634634 634635635641639640641641640635640638636637639636636634632630631633635635635635639636635634652653651650649648656654652650648655653651649645643641644642640646647649648650651652652653
654654658659660662656661663655652650650659661663662661660659663664657658656656655654653652651650650658657656655654650649652654655657630628626629627630629631627628630630660660661658657659655652650649648647646645646646647648649650651652654653655657655653652651656657658659660661662663664632636636637633621620618619618616614641641 640638640640641641641642643644645648635623625627624625627626628624624626628 629627626628626628630UGPUGPUGPUGPUGP652651651UGPUGPUGPUGPUGPUGPUGP 61661861861661161561563964264140636637638639PHASE 3(FUTURE)PROP. 15LFOF 6" PVCROOF DRAINPROP. 5LFOF 6" PVCROOF DRAINPROP. 5LFOF 6" PVCROOF DRAINPROP. 46LF OF15" RCP @ 1.00%PROP. 19LFOF 6" PVCROOF DRAINPROP. 56LFOF 6" PVCROOF DRAINPROP. 6LFOF 6" PVCROOF DRAINPROP. 10 LFOF 6" PVCROOF DRAINPROP. 6LFOF 6" PVCROOF DRAINPROP. 72LFOF 8" PVCROOF DRAINPROP. 9LFOF 6" PVCROOF DRAINPROP. 34LFOF 6" PVCROOF DRAINPROP. 16LFOF 8" PVCROOF DRAINPROP. 58LFOF 6" PVCROOF DRAINPROP. 3"DOMESTIC LINEPROP. 8"FIRE LINEPROP. 8"X8"X8"TEE FOR FDCPROP. 12"X12"X8" TEEWITH 8" GATE VALVEAND DCDA BACKFLOW(SEE DETAIL C9-5)PROP. 8"X8"X4" TEE WITH 4" GATEVALVE, 4" DOMESTIC METER, AND4" RP BACKFLOW.REDUCESERVICE LINE TO 3" AFTERBACKFLOW (SEE DETAIL C9-6)PROP. 2" BLOW OFF(SEE DETAIL C9-3)PROP. 8" STUBPROP. 12"X12"X8" FH TEE(SEE DETAIL C9-4)PROP. STUB-OUT WITH 4X4POST TO MARK LOCATIONOF PIPE END FOR FUTUREDEVELOPMENTPHASE 3 (FUTURE)PHASE 1CANNON MEMORIAL YMCA, INC.DB.3479 PG. 222MB.39 PG. 15601-20-057711.190 ACRESAREA 1.209 ACRES ±A DIVISION OF TM 5600-29-0764A DIVISION OFDB 1482 PG 82 &DB 1901 PG 298615605620 600610600595600605610615620625
625620635
630
625
620605610610605610605605610605
610
610615610 615625630
6
3
5
6
4
0
615615
610
6156106056156106056056006006056106156
1
5
6
1
0
6
0
5
615
61
0
605
605
610
615
620
620
630
640 620610610620615610
6
1
5
620
62
5
6
3
0
620
625
630
640
635
630
625
620
625629630635
64064464565065566065
5652653660 650650 6406396386
3
5
6
4
0 635630620615
610
605
610
615
620
625
628
630
634
635 6306206
2
0
6
1
5
6
1
0
635630635630620618618637639 637650650640645650655660665670670650 645640PHASE 2PHASE 2FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500
F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
E
M
A
5
0
0
F
EM
A
5
0
0FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA1
0
0
FEMA1
0
0
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA
1
0
0
FEMA100FEMA100F
E
M
A
1
0
0
FEMA100FEMA100FEMA100F
E
M
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
EM
A
1
0
0
F
EM
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
E
M
A
1
0
0 FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYINTERMITTENTSTREAM C - 19' LONGINTERMITTENTSTREAM D - 173' LONGFEMA X SECTION 036 BFE 606.9'FEMA X-SECTION 030 BFE= 605.0APPROXIMATE TOP OF BANKAPPROXIMATE TOP OF BANKAPPROXIMATE CREEK CENTERLINEUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFERUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFEREXISTING WETLAND A(0.11 ACRES)EXISTING WETLAND B(0.06 ACRES)INTERMITTENT STREAM BLOWER PORTION - 62' LONGINTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM B UPPER PORTION - 48' LONGUNDISTURBED 30' CREEK BUFFERVEGETATED CREEK BUFFERFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING6146096166386396406426416456446436
4
6
648649650651
6
4
9 644641623623 6206196196146106166
0
7TC650.98'TC651.31'TC652.50'A1A5A3A7A2A4A6
B12B10B11B9 B8TC651.01'TC650.96'GUTTER650.58'GUTTER650.52'SWK651.12'SWK651.06'B7
B4B1C3C1C5C7C2C4C6B12B10B6B4B0B11B9 B1B5B7
PROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.POST DEVELOPEMENTDRAINAGE AREA MAPC4080SCALE 1"=40'80'40'N
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8
3 POST AREA2.46 ACRESCURVE NUMBER: 85TC: 5.0 MINUTESSHEET FLOW33 LF 54.5% SLOPE1.0 MINUTESTRIANGULARCHANNEL FLOW226 LF 1.58% SLOPE0.30 MINUTESSHALLOWCONCENTRATED91 LF 2.20% SLOPE4.6 MINUTESSHALLOWCONCENTRATED35 LF 34.29% SLOPE0.10 MINUTESSHEET FLOW67 LF 1.19% SLOPE8.4 MINUTESSHALLOWCONCENTRATED253 LF 3.03% SLOPE4.8 MINUTESPOST AREA BYPASS5.14 ACRESCURVE NUMBER: 73TC: 19.2 MINUTES
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGPOWER COMPANYTRANSFORMERMETER5' SETBACK5' SETBACK5' SETBACK5' SETBACK15' SETBACK
PROP. H.D. ASPHALT(SEE DETAIL C9-16)20' RECORDED EASEMENT20' PROPOSED EASEMENT20' PROPOSED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENTTIE PROP. 12" WATER MAINTO EX. 24" WATER MAIN20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' RECORDED EASEMENT20' PROPOSED EASEMENT20' PROPOSED EASEMENTFFE (UPPER LEVEL): 654.00WMFFE (LOWER LEVEL): 640.00PROP. 12" WATER MAINEX. 24" WATER MAINX
X
X
X
X
XWMCOCOCOWMWMCOCOWMCOWMWMCOWMWMCOCOCOCOWMWMWMWMCO 100 YEAR FLOOD PLAIN (OLD)100 YEAR FLOOD PLAIN (OLD)FDCNO PARKINGFIRELANEPROP. 72LF OF 24" RCP1611187PROP. JBPROP. YIPROP. JBPROP. JBPROP. JBPROP. CBPROP. DIPROP. CBPROP. CBPROP. CBPROP. CBPROP. CBPROP. JBPROP. CBPROP. 58LFOF 15" RCPPROP. 112LFOF 8" PVCPROP. 35LFOF 15" RCPPROP. 97LF OF 15" RCPPROP. 96LF OF 15" RCPPROP. 24LFOF 15" RCPPROP. 136LF OF 15" RCPPROP. 137LF OF 15" RCPPROP. 134LF OF 15" RCPPROP. 61LF OF 15" RCPPROP. 99LF OF 18" RCPPROP. 180LF OF 24" RCPPROP. 131LF OF 24" RCPPROP. 102LF OF 24" RCP151716A181954321210918A21232220@ 3.50% FOR STUB-OUT13A@ 3.50%@ 3.75%@ 1.00%@ 5.50%@ 1.06%@ 4.23%@ 1.00%@ 2.67%@ 1.10%@ 3.45%@ 1.36%@ 1.00%@ 1.00%131412APROP. JB5APROP. 42LF OF42" RCP @ 1.00%19ARIM : 637.73INV. : 629.43OUT : 634.03PROP. 58LF OF613.00EX. CATCH BASIN TO BE RELOCATED TO NEW CURB AND PIPE LENGTH TO BE ADJUSTED ACCORDINGLY(PER NCDOT STANDARDS840.03 & 840.04)24" RCP @ 1.00%612.00608.00607.00VEHICLE ACCESS6
1
2
630670INV: 597.79650INV: 597.8416" DIP48" CMPINV: 597.85INV: 597.47INV: 601.65INV: 600.86XXXXXXXXXCBRIM: 620.97'INV: INACCESSIBLECBRIM: 620.71'INV: INACCESSIBLE?"RCPCBRIM: 628.49INV IN: 614.22INV OUT: 614.1515" RCP15" RCPFESINV: 614.33CBRIM: 639.66INV IN (S): 631.26INV IN (E): 631.18INV OUT: 630.44SDMHRIM: 622.24INV IN: 614.91INV OUT: 614.80?"RCP18" RCP24" RCPCBRIM: 647.74INV IN (S&E): 639.19INV OUT: 639.1615" RCP18" RCPDIRIM: 655.05INV IN: 647.83INV OUT: 647.6818" RCP18" RCP15" RCP15" RCP18" RCPDIRIM: 650.53INV OUT: 646.48SDMHRIM: 651.04INV IN: 646.04INV OUT: 645.9912" RCPDIRIM: 648.45INV IN(E): 643.55INV IN(S): 643.34INV OUT: 643.33CBRIM: 651.77INV IN (S&E): 646.90INV OUT: 646.77DIRIM: 647.89INV IN: 642.70INV OUT: 642.05CBRIM: 650.10INV IN: 644.08INV OUT: 644.02DIRIM: 650.29INV INACCESSIBLEDIRIM: 652.59INV OUT: 647.66CBRIM: 650.84INV INACCESSIBLEEXCHANGE STREET NW(SR 1430)6" C900 PVC-CLASS150 WATER LINECOCORETAININGWALLRETAININGWALL W/ WALKRETAININGWALL W/WALKSTEPSSTEPSGEORGE W. LILES BOULEVARDVINING STREET NWLANGFORD AVENUE NWJOHN GALT WAY NWINTERSTATE 85 NORTH - EXIT RAMPXXXXUGPUGPUGPUGPUGP620619624 623620621625 622640640 639639638638637637636636635635634634633626626625625624624623622624624625625624623625625623626 622623623622622 621621622625633633633632632630628626627629631631632629638638639639638632633634634635637636634634634 634635635641639640641641640635640638636637639636636634632630631633635635635635639636635634652653651650649648656654652650648655653651649645643641644642640646647649648650651652652653
654654658659660662656661663655652650650659661663662661660659663664657658656656655654653652651650650658657656655654650649652654655657630628626629627630629631627628630630660660661658657659655652650649648647646645646646647648649650651652654653655657655653652651656657658659660661662663664632636636637633621620618619618616614641641 640638640640641641641642643644645648635623625627624625627626628624624626628 629627626628626628630UGPUGPUGPUGPUGP652651651UGPUGPUGPUGPUGPUGPUGP 61661861861661161561563964264140636637638639PHASE 3(FUTURE)PROP. 15LFOF 6" PVCROOF DRAINPROP. 5LFOF 6" PVCROOF DRAINPROP. 5LFOF 6" PVCROOF DRAINPROP. 46LF OF15" RCP @ 1.00%PROP. 19LFOF 6" PVCROOF DRAINPROP. 56LFOF 6" PVCROOF DRAINPROP. 6LFOF 6" PVCROOF DRAINPROP. 10 LFOF 6" PVCROOF DRAINPROP. 6LFOF 6" PVCROOF DRAINPROP. 72LFOF 8" PVCROOF DRAINPROP. 9LFOF 6" PVCROOF DRAINPROP. 34LFOF 6" PVCROOF DRAINPROP. 16LFOF 8" PVCROOF DRAINPROP. 58LFOF 6" PVCROOF DRAINPROP. 3"DOMESTIC LINEPROP. 8"FIRE LINEPROP. 8"X8"X8"TEE FOR FDCPROP. 12"X12"X8" TEEWITH 8" GATE VALVEAND DCDA BACKFLOW(SEE DETAIL C9-5)PROP. 8"X8"X4" TEE WITH 4" GATEVALVE, 4" DOMESTIC METER, AND4" RP BACKFLOW.REDUCESERVICE LINE TO 3" AFTERBACKFLOW (SEE DETAIL C9-6)PROP. 2" BLOW OFF(SEE DETAIL C9-3)PROP. 8" STUBPROP. 12"X12"X8" FH TEE(SEE DETAIL C9-4)PROP. STUB-OUT WITH 4X4POST TO MARK LOCATIONOF PIPE END FOR FUTUREDEVELOPMENTPHASE 3 (FUTURE)PHASE 1CANNON MEMORIAL YMCA, INC.DB.3479 PG. 222MB.39 PG. 15601-20-057711.190 ACRESAREA 1.209 ACRES ±A DIVISION OF TM 5600-29-0764A DIVISION OFDB 1482 PG 82 &DB 1901 PG 298640645650655660665670670645640PHASE 2PHASE 2FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500
F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
E
M
A
5
0
0
F
EM
A
5
0
0FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA1
0
0
FEMA1
0
0
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA
1
0
0
FEMA100FEMA100F
E
M
A
1
0
0
FEMA100FEMA100FEMA100F
E
M
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
EM
A
1
0
0
F
EM
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
E
M
A
1
0
0 FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYINTERMITTENTSTREAM C - 19' LONGINTERMITTENTSTREAM D - 173' LONGFEMA X SECTION 036 BFE 606.9'FEMA X-SECTION 030 BFE= 605.0APPROXIMATE TOP OF BANKAPPROXIMATE TOP OF BANKAPPROXIMATE CREEK CENTERLINEUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFERUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFEREXISTING WETLAND A(0.11 ACRES)EXISTING WETLAND B(0.06 ACRES)INTERMITTENT STREAM BLOWER PORTION - 62' LONGINTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM B UPPER PORTION - 48' LONGUNDISTURBED 30' CREEK BUFFERVEGETATED CREEK BUFFERFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING6146096166386396406426416456446436
4
6
648649650651
6
4
9 644641623623 6206196196146106166
0
7TC650.98'TC651.31'TC652.50'A1A5A3A7A2A4A6
B12B10B11B9 B8TC651.01'TC650.96'GUTTER650.58'GUTTER650.52'SWK651.12'SWK651.06'B7
B4B1C3C1C5C7C2C4C6B12B10B6B4B0B11B9 B1B5B7
PROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.IMPERVIOUSBREAKDOWN MAPC4090SCALE 1"=40'80'40'N
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8
3 37,302 SQFT NEWIMPERVIOUS TO PONDIMPERVIOUS LEGENDNEW IMPERVIOUSROUTED TO PONDRESURFACEDIMPERIOUS TO PONDNEW IMPERVIOUS NOTROUTED TO PONDEXISTING IMPERVIOUSROUTED TO POND8,678 SQFT RESURFACEDIMPERVIOUS TO POND23,359 SQFT EXISTINGIMPERVIOUS TO POND15,173 SQFT NEWIMPERVIOUS NOT TO POND964 SQFT NEWIMPERVIOUS NOTTO POND271 SQFT NEWIMPERVIOUS NOTTO PONDIMPERVIOUS QUANTITIESEXISTING IMPERVIOUSROUTED TO POND23,359 SQFTNEW IMPERVIOUSROUTED NOT TO POND16,408 SQFTDIFFERENCE INIMPERVIOUS6,951 SQFT
BMP DISCHARGE590595600605610615620625630590595600605610615620625630604.0613.3604.00613.26-0+500+001+001+50D1TOP 605.44INV IN 604.00 (D2)D229.74' OF15" RCP@ 1.68%INV 608.8415" RCP614609A1A5A3A7A2A4A6C7
B00+00 0+501+001+41.25A1A2A3A4A5A6
A70+00
0+500
+
0
0
0+00
0+500+77.74
DXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX605610610605610605605610605610614 FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA500FEMA500FEMA500FEMA100FEMA100FEMA100FEM
A
1
0
0
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100SIX (6) 7' W X 15' L X 7' HSAND FILTER AREA = 630 SFEIGHT (8) 7' W X 15' L X 7' HPRETREATMENT AREA = 840 SFTWENTY FIVE (25)7' W X 15' L X 7' HDETENTIONCAPSULESPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.BMP NOTES ANDMAINTENANCEC5000SCALE 1"=40'80'40'NAD
8
3PROFILE SCALE001"=40'1"=4'FOREBAY OUTLETUNDERGROUND SANDFILTER DETENTIONSYSTEMBMP POND DETAILN.T.S.TRASH RACKDRAINAGE NOTES:1.CONTRACTOR SHALL FIELD VERIFY EXISTING STORM / UTILITY /INFRASTRUCTURE PRIOR TO CONSTRUCTION. NOTIFY TIMMONS GROUP OF ANYELEVATION DISCREPANCIES.2.CLEANOUTS PLACED WITHIN PEDESTRIAN PATHS (SIDEWALKS, PLAZAS, ETC.)SHALL BE EQUIPPED WITH A BRASS COVER. BRASS COVER TO BE FLUSH WITHFINAL GRADE.3.IF SITE RETAINING WALL DRAINS OR BUILDING FOUNDATION WALL DRAINSCONNECT TO STORM DRAINAGE SYSTEM, APPLICABLE BUILDING CODES MAYDETERMINE CONNECTION TYPE.4.RCP SHALL BE CLASS III PIPE UNLESS OTHERWISE NOTED.5.HDPE SHALL HAVE SMOOTH WALL INTERIOR AND SMOOTH WALL EXTERIORUNLESS OTHERWISE NOTED.6.REMOVE ALL CONSTRUCTION DEBRIS AND TRASH FROM STORM DRAINAGE ASREQUIRED PRIOR TO PRELIMINARY SITE PUNCH. CONTRACTOR SHALL PROVIDEDOCUMENTATION (VIDEO, PHOTOGRAPHS, ETC.) TO SHOW THAT STORM SYSTEMHAS BEEN CLEANED OF ALL DEBRIS.7.ALL PIPE DISTANCE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OFSTRUCTURE WITH THE EXCEPTION OF THE OUTFALL PIPES. THE LENGTH OF THEOUTFALL PIPE IS MEASURED FROM CENTER OF STRUCTURE TO BEGINNING OFFLARED END SECTION.8.THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDESTORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THEEASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW ORSYSTEM MAINTENANCE ARE ALSO PROHIBITED.9.ALL REQUIRED NATURAL AREAS AND / OR POST CONSTRUCTION CONTROLSMEASURES (PCCES) MUST BE RECORDED PRIOR TO THE ISSUANCE OF THECERTIFICATE OF OCCUPANCY.10.ALL PERFORATED PIPE TO BE WRAPPED IN FILTER FABRIC AND SURROUNDED BYA MINIMUM OF 6" WASHED STONE ON ALL SIDES.DESIGN NOTES:1.DESIGN LOADS:A. AASHTO HS-20-44 W/ IMPACTB. DEPTH OF COVER = 6"- 6.96" (120 PCF ASSUMED)C. ASSUMED WATER TABLE = BELOW BOTTOM OFPRECASTD. DRY LATERAL EARTH PRESSURE (EFP) = 45 PCFE. LATERAL LIVE LOAD SURCHARGE = 80 PSF (APPLIED 8'BELOW GRADE)F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS,WALL PIERS, OR FOUNDATIONS2.CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE6,000 PSI3.STEEL REINFORCEMENT: REBAR, ASTM A-615 OR A-706,GRADE 604.CEMENT: ASTM C-150 SPECIFICATION5.STORM CAPTURE MODULE TYPE = DETENTION6.REQUIRED BASE LAYER DEPTH = NOT APPLICABLE7.REQUIRED NATIVE ALLOWABLE SOIL BEARING PRESSURE =2,500 PSF8.REFERENCE STANDARDS:A. ASTM C 890B. ASTM C 891C. ASTM C 9139.CONSTRUCTION EQUIPMENT EXCEEDING DESIGN LOADINGSHALL NOT BE ALLOWED ON STRUCTURE. ANY DESIGNCONSTRAINT DIFFERENT FROM ABOVE REQUIRES CUSTOMSTRUCTURAL DESIGN AND MAY REQUIRE THICKERSUBGRADE.10.ALL STORM INLETS MUST BE EMBOSSED WITH FISH LOGOAND THE PHRASE "DUMP NO WASTE, DRAINS TO STREAM"GRADING NOTES:1.CONTRACTOR SHALL MAINTAIN 0.50% SLOPE MINIMUM ON THECURB AND GUTTERS.2.ALL PAVED AREAS (SIDEWALKS, PLAZAS, PATIOS, ETC.) SHALLSLOPE AWAY FROM THE BUILDING AT 2.00% MINIMUM.3.FOR SLOPE CONSTRUCTION 3:1 AND STEEPER, THECONTRACTOR SHALL COORDINATE WITH THE PROJECTGEOTECHNICAL ENGINEER ON THE STABILITY OF SOILSPLANNED FOR THESE SLOPES AND FOLLOWRECOMMENDATIONS BY THE GEOTECHNICAL ENGINEER FORSLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED TOPTO BOTTOM AND STABILIZED WITH EROSION CONTROLMATTING AND STAKED TO MANUFACTURER'SRECOMMENDATIONS.4.SPOT ELEVATIONS AT HIGH AND LOW POINTS INDICATE THEGENERAL ELEVATION NEEDED FOR PROPER DRAINAGE.CONTRACTOR SHALL INSTALL CURB AND GUTTER IN THESEAREAS WITH SMOOTH VERTICAL CURVES, NOT SHARP POINTS.5.SPOT GRADE ELEVATIONS ARE TAKEN AT FINISHED GRADE(ASPHALT, CONCRETE, TURF, ETC) UNLESS OTHERWISE NOTED.6.TOC = TOP OF CURB ELEVATION BOC = BOTTOM OF CURB ELEVATION (GUTTER FLOW LINE) HP = HIGH POINT LP = LOW POINT EP = EDGE OF PAVEMENTINV. OUT: 604.50PROPOSED GRADEEXISTING GRADE
614609616617
6386396406426416456446436
4
6
648649650651
6
4
9 644641623623 6206196196146106166
0
7TC652.50'5' SETBACK5' SETBACK5' SETBACK5' SETBACK15' SETBACK
FFE (UPPER LEVEL): 654.00WMFFE (LOWER LEVEL): 640.00X
X
X
X
X
XWMCOCOCOWMWMCOCOWMCOWMWMCOWMWMCOCOCOCOWMWMWMWMCOFDCXXXXXXXXXEXCHANGE STREET NW(SR 1430)COCOGEORGE W. LILES BOULEVARDVINING STREET NWLANGFORD AVENUE NWJOHN GALT WAY NWINTERSTATE 85 NORTH - EXIT RAMPXXXXUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP UGPUGPUGPPHASE 3(FUTURE)PHASE 3 (FUTURE)PHASE 1CANNON MEMORIAL YMCA, INC.DB.3479 PG. 222MB.39 PG. 15601-20-057711.190 ACRESAREA 1.209 ACRES ±A DIVISION OF TM 5600-29-0764A DIVISION OFDB 1482 PG 82 &DB 1901 PG 298PHASE 2PHASE 2FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500
F
EM
A
5
0
0
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
E
M
A
5
0
0
F
EM
A
5
0
0FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA1
0
0
FEMA1
0
0
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA
1
0
0
FEMA100FEMA100F
E
M
A
1
0
0
FEMA100FEMA100FEMA100F
E
M
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
EM
A
1
0
0
F
EM
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
E
M
A
1
0
0 FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYINTERMITTENTSTREAM C - 19' LONGINTERMITTENTSTREAM D - 173' LONGFEMA X SECTION 036 BFE 606.9'FEMA X-SECTION 030 BFE= 605.0APPROXIMATE TOP OF BANKAPPROXIMATE TOP OF BANKAPPROXIMATE CREEK CENTERLINEUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFERUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFERUNDISTURBED 30' CREEK BUFFERVEGETATED CREEK BUFFERFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFUTURE PLANTING AREA, TOBE PLANTED DURING FUTUREPHASE (BUILDING EXPANSION)PROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.OVERALL PLANTINGPLANC6000SCALE 1"=40'80'40'N
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8
3
LEGENDLOT LINETURFPROPOSED TREELIMITS OF IRRIGATIONSHEETC601SHEETC602SHEETC603SHEETC604
614609616617
638639640642641645644643644641623623 620619B7
B4B1C3C1C5C7C2C4C6B6B4B0B9 B1B5B7 0+000+500+65.04FFE (LOWER LEVEL): 640.00XXXXXXXXLANGFORD AVENUE NWUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPPHASE 3 (FUTURE)PHASE 1CANNON MEMORIAL YMCA, INC.DB.3479 PG. 222MB.39 PG. 15601-20-057711.190 ACRESPHASE 2FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
E
M
A
5
0
0
FEM
A
5
0
0FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
EM
A
1
0
0FEMA100
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYAPPROXIMATE TOP OF BANKAPPROXIMATE TOP OF BANKAPPROXIMATE CREEK CENTERLINEUNDISTURBED CREEK BUFFER, WIDTH VARIES (66'-79')VEGETATED CREEK BUFFERFIRE LANE - NO PARKINGVANVANVANVANVANVANVANLOADING AREALOADING AREAFIRE LANE - NO PARKINGFIRE LANE - NO PARKING(2) QUE SHU(11) QUE SHU(19) ILE COREXISTING VEGETATION,TO REMAINEXISTING TREE ANDSHRUBS, TO REMAINPLANTING PREVIOUSLYINSTALLED IN PHASE 1SEED, TYP.EXISTINGTRANSFORMERFUTURE GREENWAYTRAIL, NOT INCONTRACT(51) ILE COR(20) ILE CORREPAIR CONSTRUCTION PATHAS NECESSARY TO MATCHEXISTING FIELD CONDITIONS(73) ILE CORPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.PLANTING PLANC6010SCALE 1"=20'40'20'N
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8
3
LEGENDLOT LINETURFPROPOSED TREELIMITS OF IRRIGATIONSEE SHEET C603 FORPLANTING ANDLANDSCAPE NOTESPLANT SCHEDULE - PHASE 2TREESQTYBOTANICAL NAME COMMON NAMESIZE CALHT SPAC REMARKSQUE SHU13QUERCUS SHUMARDIISHUMARD OAKB&B3"12' MIN.A.I.SHRUBS QTY BOTANICAL NAME COMMON NAMESIZE CAL HT SPAC REMARKSILE COR163ILEX CORNUTA 'BURFORDII NANA'DWARF BURFORD HOLLY5 GAL30" MIN.4'FULL TO GROUNDTURFSFNAME REMARKSTURFA.I.TALL FESCUELANDSCAPE AND BUFFER REQUIREMENTS - PHASE 2BUFFER YARDSNO NEW USES ARE BEING PROPOSED AS PART OF THIS PROJECT.BUILDING YARDSNO MODIFICATIONS OR ADDITIONS TO THE BUILDING ARE BEING PROPOSED IN THIS PHASE OF THEPROJECT.PARKING LOT YARDSPARKING LOT TREES REMOVED DURING THIS PHASE OF THE PROJECT ARE TO BE REPLACED.STREET YARDSNO NEW DEVELOPMENT IS BEING PROPOSED ADJACENT TO A PUBLIC STREET RIGHT OF WAY AS PART OFTHIS PROJECT.LOCATIONLENGTHWIDTHSHADETREESORNAMENTALTREESLARGESHRUBSMEDIUMSHRUBSSMALLSHRUBSPOINTSN/A1STREET YARD(S)BUFFER YARD(S)N/A1BUILDING YARD(S)N/A1REQUIRED (PROPOSED)LANDSCAPE YARDSPARKING LOT YARD(S)WEST133,568 (110 SP.)3,3578888LOCATIONLOT SIZE (SF)REQ.SHRUBSPROV.SHRUBSREQUIREDLANDSCAPE AREA9,500PROVIDEDLANDSCAPE AREA11REQ.TREES11PROV.CANOPY0PROV.U'STORY
6386396406196196146106166
0
7
B7 B4B6B4B9 B5B7
5' SETBACKFFE (LOWER LEVEL): 640.00X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXX
GEORGE W. LILES BOULEVARDLANGFORD AVENUE NWPHASE 3 (FUTURE)PHASE 1PHASE 2FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500
FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500F
EM
A
5
0
0
F
EM
A
5
0
0
F
EM
A
5
0
0
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EMA
5
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0FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100F
EM
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0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA FLOODWAYINTERMITTENTSTREAM C - 19' LONGINTERMITTENTSTREAM D - 173' LONGEXISTING WETLAND B(0.06 ACRES)INTERMITTENT STREAM BMIDDLE PORTION - 132' LONGINTERMITTENT STREAM B UPPER PORTION - 48' LONGUNDISTURBED 30' CREEK BUFFERVEGETATED CREEK BUFFERFIRE LANE - NO PARKINGVANVANVANVANVANVANVANVANLOADING AREALOADING AREALOADING AREALOADING AREANO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFUTURE PLANTING AREA, TOBE PLANTED DURING FUTUREPHASE (BUILDING EXPANSION)EXISTING TREE,TO REMAIN, TYP.SEED, TYP.FUTURE GREENWAYTRAIL, NOT INCONTRACTREPAIR CONSTRUCTION PATHAS NECESSARY TO MATCHEXISTING FIELD CONDITIONSPROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATE1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESUSING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TOTHE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUSCOUNTY SPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.PLANTING PLANC6020SCALE 1"=20'40'20'N
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3 LEGENDLOT LINETURFPROPOSED TREELIMITS OF IRRIGATIONSEE SHEET C600PLANTING ANDLANDSCAPE NOTES
PLANT SCHEDULE - PHASE 1
PLANTING NOTES:
11 II
14.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES ON PLANS. DRAWINGS SHALL RULE OVER
TREES QTY BOTANICAL NAME COMMON NAME
SIZE CAL HT SPAC REMARKS 1.
SIZE AND GRADING STANDARDS OF PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF ANSI
SUB -PROJECT
PLANT SCHEDULES.
ACE BUE 5 ACER BUERGERANUM TRIDENT MAPLE
B&B 2" 8' MIN. A.I.
Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK", BY THE AMERICAN ASSOCIATION OF NURSERYMAN, INC.
QUE SHU 5 QUERCUS SHUMARDII SHUMARD OAK
B&B 3" 12' MIN. A.I.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
15.
HEIGHT AND/OR WIDTH OF PLANT MATERIAL SUPERCEDES CONTAINER SIZE.
ZEL SER 2 ZELKOVA SERRATA JAPANESE ZELKOVA
B&B 3" 12' MIN. A.I.
REPLACED ACCORDING TO STANDARDS OF THE NORTH
2.
CONTRACTOR SHALL MOUND ALL PARKING LOT ISLANDS TO 6" ABOVE BACK OF CURB AT THE CENTER OF
SHRUBS QTY BOTANICAL NAME COMMON NAME
SIZE CAL HT SPAC REMARKS
ISLAND. CONTRACTOR SHALL SUPPLY AND PLACE ADDITIONAL TOPSOIL IF NECESSARY FOR MOUNDING AS
16.
ALL ANNUAL BEDS DESIGNATED ON THE PLANTING PLAN SHALL BE DESIGNED AND INSTALLED PER THE
ILE COR 16 ILEX CORNUTA'BURFORDII NANA' DWARF BURFORD HOLLY
5 GAL 30" MIN. 4' FULL TO GROUND
INDICATED ON CONSTRUCTION DOCUMENTS.
LANDSCAPE CONTRACTOR'S DISCRETION DURING THE APPROPRIATE SEASON AT TIME OF PLANTING (WARM
1
PART 1926 SUBPART P, OR AS AMENDED.
OR COOL SEASON) WITH INPUT AND/OR APPROVAL FROM OWNER AND/OR ITS REPRESENTATIVES.
TURF SF NAME
REMARKS
TURF A.I. TALL FESCUE (SOD) •
3.
CONTRACTOR SHALL MULCH ALL LANDSCAPE BEDS WITH DOUBLE -HAMMERED HARDWOOD MULCH AT MIN
PROPOSED TURF SHOWN ON THE PLAN AS SOD MAY BE PLANTED WITH SEED AND AREAS TO BE SEEDED MAY BE PLANTED WITH SOD.
1.5"-2" THICK.
17.
PLASTIC AND RUBBER HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING.
LANDSCAPE AND BUFFER REQUIREMENTS - PHASE 1
4.
ALL DISTURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE SEEDED BY THE
18.
ALL STRAPPING, AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND REMOVED FROM ROOT
CONTRACTOR.
BALL WHEN PLANTING.
BUFFER YARDS
5.
CONTRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, ROCKS OVER 1" IN DIAMETER, AND ALL
19.
IF TREES CONFLICT WITH ANY UTILITIES OR SIGNS; CALL CITY ARBORIST TO RESOLVE BEFORE PLANTING.
NO NEW USES ARE BEING PROPOSED AS PART OF THIS PROJECT.
CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND OTHER DELETERIOUS MATTER WHICH
BUILDING YARDS
WOULD BE HARMFUL, OR PREVENT PROPER ESTABLISHMENT AND/OR MAINTENANCE OF PLANTING AREAS.
20.
ADJUST TREE PLANTING LOCATIONS TO AVOID EXISTING UNDERGROUND UTILITIES. PLANT TREES 15' FROM
ALL UNDERGROUND UTILITIES.
NO MODIFICATIONS OR ADDITIONS TO THE BUILDING ARE BEING PROPOSED IN THIS PHASE OF
THE PROJECT. 6.
IN AREAS WHERE CONSTRUCTION GRAVEL IS EMBEDDED IN THE SOIL, CONTRACTOR SHALL REMOVE
CONTAMINATED SOIL TO A DEPTH OF 6" AND FILL WITH CLEAN TOPSOIL. CONTRACTOR SHALL IMPORT
21.
TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TO STARTING ANY
PARKING LOT YARDS
TOPSOIL AT NO CHARGE TO OWNER IF REQUIRED TO FILL THESE EXCAVATIONS.
CONSTRUCTION ACTIVITY.
PARKING LOT TREES REMOVED DURING THIS PHASE OF THE PROJECT ARE TO BE REPLACED.
NO NEW PARKING IS PROPOSED IN THIS PHASE 7.
SEE SHEET C700 FOR PLANTING DETAILS.
22.
ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE ANSI A300 STANDARD FOR TREE,
OF THE PROJECT.
SHRUB, AND OTHER WOODY PLANT MANAGEMENT -STANDARD PRACTICES.
STREET YARDS
8.
CONTRACTOR SHALL RESOD LAWN AREAS DAMAGED DUE TO PLANT MATERIAL INSTALLATION.
23.
UTILITIES SHALL BE LOCATED BEFORE PLANTING. www.nc811.org
NO NEW DEVELOPMENT IS BEING PROPOSED ADJACENT TO A PUBLIC STREET RIGHT OF WAY
AS PART OF THIS PROJECT. 9.
CONTRACTOR SHALL REPAIR ANY PAVERS OR HARDSCAPE DAMAGED DUE TO PLANT MATERIAL
INSTALLATION.
24.
ANY PROPOSED PRIVATE IRRIGATION SHALL NOT LIE WITHIN UTILITY EASEMENTS, STREET RIGHT OF WAYS,
\
AND SHALL MEET THE REQUIREMENTS OF CITY OF CONCORD CODE OF ORDINANCE CHAPTER 62, SECTION
10.
ALL PLANT MATERIAL & INSTALLATION TECHNIQUES SHALL CONFORM TO THE LATEST STANDARDS BY THE
62-164.
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AMERICAN ASSOCIATION OF NURSERYMAN, INC.
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25.
PLANTING LOCATIONS WILL BE ADJUSTED TO PROVIDE SUFFICIENT SPACE FOR UTILITIES, EASEMENTS,
11.
CONTRACTOR SHALL COORDINATE PLANTING PLAN WITH ALL CIVIL DRAWINGS AND LOCATE ALL
STREET LIGHTING, TRAFFIC SIGNS, AND SIGHT TRIANGLES. NO TREES PLANTED WITHIN 75' OF A STOP
UNDERGROUND UTILITIES PRIOR TO PLANTING.
CONDITION.
12
ALL CHANGES OR FIELD SUBSTITUTIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT
26.
ALL TREES AND THEIR PLANTED LOCATION SHALL BE INSPECTED BY CITY STAFF BEFORE FOR APPROVAL.
13. CONTRACTOR SHALL REMOVE TOP 4" OF EXISTING SOIL WITHIN PLANTING BEDS AND REPLACE WITH
PRECONDITIONED SOIL WITH APPROPRIATE PERCENTAGE OF ORGANIC CONTENT FOR OPTIMUM DRAINAGE
SUCH AS "GARDEN MAX" SOILS FROM BLUE MAX MATERIALS, OR AN APPROVED EQUAL. CONTRACTOR TO
TILL IN AMENDED SOIL IN ALL BEDS TO A DEPTH OF 12"-18".
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APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES C603
Morris -Berg
A R C HI T E C T S
6101 CARNEGIE BOULEVARD, SUITE 101 CHARLOTTE NC 28209-4641
[phone] FAX[phone]
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YOUR VISION ACHIEVED THROUGH OURS.
610 EAST MOREHEAD STREET, STE. 250
CHARLOTTE, NORTH CAROLINA 28202
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REVISIONS
NUM. DATE DESCRIPTION:
PROJECT 1501
NUMBER
SHEET TITLE
PLANTING PLAN
I 1
ARE LOCATED PRIOR TO CONSTRUCTION.
11 II
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
III
USING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO
SUB -PROJECT
THE PUBLIC.
\ III 1 11
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION AND CABARRUS
\ II III
COUNTY SPECIFICATIONS.
1
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PROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATENOTES AND DETAILSC7006"(5' MIN.)WIDTH PER PLAN12:1 MAX SLOPEREFERTOPLANHANDICAP RAMP DETAILNO SCALEHANDICAP RAMP DETAIL (PLAN)NO SCALEHANDICAP RAMP DETAIL (SECTION)NO SCALE6" CONCRETECURB BEYOND6" CONCRETECURBREFER TO PLANREFER TO PLANREFER TO PLAN6" CONCRETECURBRAMP12:1 MAX SLOPEPLATFORM MAX.14" PER 1' SLOPEDETECTABLEWARNING DOMESSLOPE 1"IN 12"DETECTABLEWARNING DOMESDETECTABLE WARNING DOMES2' LENGTHBASE DIAMETER0.45"R TO 0.70'RTOP DIAMETER OF NO LESSTHAN 50% TO NO MORE THAN65% OF THE BASE DIAMETERVARIES2"0.9" TO 1.4"0.65" MIN0.20"1.6" TO 2.4"NOTES:1.DETECTABLE WARNING DOMES SHALLCOVER 2' LENGTH AND FULL WIDTH OFTHE RAMP FLOOR AS SHOWN ON THEDETAILS.2.DETECTABLE WARNING DOMES COLORSHALL BE GRAY, OR AS APPROVED BYFORT BRAGG DPW.3.OBTAIN 70% CONTRAST VISIBILITYWITH ADJOINING SURFACEPRECAST CLASS ACONCRETE ORPAVERNCDOT 848.05 ACCESSIBLE RAMP NOTES:1.CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTANCE AND A 70%CONTRASTING COLOR TO THE SIDEWALK.2.CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TOTRAFFIC DESIGN STANDARDS.3.NORTH CAROLINA GENERAL STATURE 136-44.14 REQUIRES THAT ALLSTREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FORMAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS,CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTERSEPTEMBER 1, 1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THEPHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB ANDGUTTER AND SIDEWALKS ARE PROVIDED AND AT OTHER POINTS OFPEDESTRIAN FLOW.IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY AIDHIGHWAY SAFETY ACT REQUIRED PROVISION OF CURB RAMPS ON ANYCURB CONSTRUCTION AFTER JULY 1, 1976 WHETHER A SIDEWALK ISPROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE.THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TOINDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTSPROTECTIONS SIMILAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OFRACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL RIGHTS ACTOF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THECURRENT ADA STANDARDS.4.PROVIDE WHEEL CHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS ORAS DIRECTED BY THE ENGINEER. LOCATE WHEEL CHAIR RAMPS ASDIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIREHYDRANTS, DROP INLETS, ETC AFFECT PLACEMENT. WHERE TWO RAMPSARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURBBETWEEN THE RAMPS. PLACE DUAL RAMPS AS NEAR PERPENDICULAR TOTHE TRAVEL LANE BEING CROSSED AS POSSIBLE.5.DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP INRELATIONSHIP TO THE GRADE OF THE STREET.6.CONSTRUCT WHEEL CHAIR RAMPS 40" (3'-4") OR GREATER FOR DUAL RAMPS.7.USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN AROUGH NON-SKID TYPE SURFACE.8.PLACE A 12" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMPJOINS THE CURB AND AS SHOWN ON STD. DWG. 848.01.9.PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THEINTERSECTION BY BISECTING THE INTERSECTION RADII, WITH ALLOWANCEOF A 4' CLEAR ZONE IN THE VEHICULAR TRAVEL WAY WHEN ONE RAMP ISINSTALLED. (SEE NOTE 17)10.COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SOTHE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN THE PEDESTRIANCROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24"OR FULL HEIGHT CURB FALLS WITHIN THE CROSSWALK MARKINGS ON EACHSIDE OF THE FLARES.11.CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. ACROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE.12.USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHEREIT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES AREREQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OROTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MAY REQUIRETHE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTINGROADWAY.13.PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATESTEDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTHCAROLINA SUPPLEMENT TO THE MUTCD.3' MINIMUMLANDINGNOTEACCESSIBLE SPACES FOR PHYSICALLY DISABLED PERSONS SHALL BE IDENTIFIED BYABOVE-GRADE SIGNS STATING "RESERVED PARKING". PROVIDE ONE R7-8 SIGN ATEACH HANDICAP PARKING, AS INDICATED ON THE SITE PLAN, ON EITHER A FACINGWALL OR ON A 1-1/2" DIAMETER, STEEL POST, PAINTED BLACK, AND SET IN A 12"CONCRETE FOOTING, AS SHOWN ABOVE. THE SIGN WILL BE ALUMINUM (PAINTEDWHITE), WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THEBOTTOM OF THE SIGN SHALL BE FIVE FEET ABOVE GRADE. TYPICAL ACCESSIBLESIGNS SHALL CONFORM TO A.D.A. REQUIREMENTS.1/4" PER 1' MAX.1/4" PER 1' MAX.ACCESSIBLE SIGNS8'8'8'9'19'BUMPERBLOCK (TYP.)3'MAXIMUMPENALTY$250RESERVEDPARKINGACCESSIBLEVANSLOPE TO DRAIN TOPOF CONCRETE FOOTINGSIGN FACE TO BEATTACHED TO POST W/GALVANIZED CARRIAGEBOLTSSIGN R7-8SIGN R7-8SIGN R7-8D PLACEDUNDER SIGNPLACED OVER SIGNAT VAN PARKINGSPACE9"18"9"12"12"DIA.12"60"
(CONDITION 1)4"12"6"6"6 1/2"R3"6"1'R12"R18"1'-6"6"NOTE:CONTRACTION JOINTS SHALLCONFORM TO NCDOT STANDARDS3000 PSICONCRETECOMPACTEDSUBGRADEPLANHAND TROWEL SCORE JOINT-1/2"x1" DEEPW/ 4" WIDE TOOL BANDINGTOOLED JOINTS TO EXTEND ENTIREWIDTH OF SIDEWALKSTIFF BROOM FINISH PERPENDICULARTO TRAFFIC FLOWEQ. TO WIDTH OR AS INDICATED SEE PLANA.A CONTROL JOINT 1" DEEP WITH 1/4" RADII SHALL BEREQUIRED IN THE CONCRETE SIDEWALK AT EQUALSPACES AS DELINEATED ON SITE LAYOUT PLAN. ONE1/2" EXPANSION JOINT WILL BE REQUIRED ATLOCATIONS SHOWN ON SITE LAYOUT PLAN. A 1/2"EXPANSION JOINT WILL BE REQUIRED WHERE THESIDEWALK JOINS ANY RIGID STRUCTURE. A SAWEDSCORE JOINT MAY BE USED IN LEIU OF EXPANSIONJOINT EXCEPT AGAINST RIGID STRUCTURES.B.ALL CONCRETE TO BE AT LEAST 3000 P.S.I. IN 28 DAYS.C.INSTALL1/2" EXPANSION MATERIAL WHERE SIDEWALKABUTS CURB AND GUTTER.D.CROSS SLOPE OF SIDEWALKS SHALL NOT EXCEED2.0%.1/2" EXPANSION JOINT AGAINSTALL RIGID STRUCTURES (SEALED)MAX. 2.0% CROSS SLOPECONCRETESIDEWALK1/2" EXPANSIONJOINT2"RIGIDSTRUCTURECOMPACTEDSUBGRADECONCRETE W/ WWFW6x6 x W2.1x2.1 WWF4"ACCESSIBLE PARKINGACCESSIBLE RAMP AND DETECTABLE WARNING DOMESDENOTES CONCRETE PAVEMENT ON PLANSCOMPACTED SUBGRADE6" - 4,000 PSIPORTLAND CEMENT CONCRETE6" AGGREGATE BASECONCRETE PAVEMENTN.T.S.N.T.S.ACCESSIBLE RAMP AND DETECTABLE WARNING DOMESN.T.S.N.T.S.CONCRETE SIDEWALKSN.T.S.N.T.S.HEAVY DUTY PAVEMENTBITUMINOUS CONCRETESURFACE COURSE (S9.5B)INSTALLED WITH (2) 1.5" LIFTSCOMPACTED ABC, COMPACTTO 100% MODIFIED PROCTORCOMPACTED SUBGRADE,COMPACT TOP 12" TO 100%STANDARD PROCTOR1.5"1.5"8"DECIDUOUS TREE PLANTING DETAILN.T.S.N.T.S.NOT USEDNOT USED6"3X ROOT BALL DIAMETERNOTES:1.CONTRACTOR SHALL ASSURE PERCOLATION OF ALLPLANTING PITS PRIOR TO INSTALLATION.2.SAUCER SHALL BE FLOODED TWICE DURING THE FIRST24 HOURS AFTER PLANTING.DO NOT PRUNE LEADER. PRUNE OR CUTONLY DEAD OR UNHEALTHY BRANCHESNYLON STRAP/WEBBINGWITH TENSION BUCKLETRUNK FLARE JUNCTION, PLANT 2" ABOVEFINISHED GRADE. REMOVE EXTRA SOIL FROMTRUNK FLARE. TREE SHALL BE SET PLUMBMULCH 3" MIN. KEEP FROM DIRECTCONTACT WITH TRUNKEDGE OF 3" HIGH WATERING SAUCER2"X4"X3" WOOD STAKE BURIED 3"BELOW FINISH GRADE, 3 PER TREE,EQUALLY SPACED.COMPLETELY REMOVE BURLAP,LACING AND WIRE BASKET FROMTOP 1/2 OF THE ROOT BALLPLANTING SOIL MIX AS SPECIFIEDROOT BALL SHALL BE PLACEDDIRECTLY ON COMPACTED SUBGRADE1'-6" STANDARD CURB & GUTTERN.T.S.SHRUB PLANTING DETAILREMOVE ALL DEAD,BROKEN, DISEASEDAND WEAK BRANCHESAT TIME OF PLANTINGINSTALL SHRUBS SO THAT TOP OF THEROOTBALL IS AT THE SAME GRADES ASORIGINALLY GROWN OR 1"-2" ABOVE INPOOR DRAINING SOILS. DO NOT COVERTHE TOP OF THE ROOTBALL WITH SOIL3" SHREDDED HARDWOODMULCH, KEEP AWAY FROMTRUNKREMOVE ALL STRING,WIRE AND BURLA FROMTOP 13 OF ROOTBALLSCARIFY BOTTOM ANDSIDES OF PITN.T.S.LIGHT POLE BASE DETAILNOT USED14/15/19ADDED LIGHT DETAIL*NOTE:CONDUITS AT LIGHT WITH FUTURE SECURITY CAMERAS TO BEINCORPORATED INTO POLE BASE PRIOR TO CONCRETE POUR.CAP AT TOP OF BASE.
PROJECTNUMBERSHEET TITLESHEET NUMBERSUB-PROJECTISSUE DATE:1501West Cabarrus Branch Addition
5325 Langford Ave, Concord, NC 28027 CONSTRUCTIONDOCUMENTSCANNON MEMORIAL YMCA
AUG. 2, 2019610 EAST MOREHEAD STREET, STE. 250CHARLOTTE, NORTH CAROLINA 28202REVISIONSDESCRIPTION:NUM.DATENOTES AND DETAILSC702NTSNTSPRECAST MANHOLE 4' ,5' AND 6' DIAMETERNTSCONCRETE CATCH BASINCONCRETE CATCH BASINNTSNTSMANHOLE FRAME AND COVERNTSYARD INLETNTSYARD INLETMETHOD OF PIPE INSTALLATIONNTSFIRE HYDRANTNTSNOT USEDALL GRATES TO BE EMBOSSED WITH FISH LOGO AND STATEMENT, "DUMP NO WASTE, DRAINSTO STREAM".
2018 NORTH CAROLINA
ENERGY CONSERVATION CODE
COMMERCIAL ENERGY EFFICIENCY - ELECTRICAL SUMMARY
C401 METHOD OF COMPLIANCE
0 2018 NCECC CHAPTER 4 ❑ NC SPECIFIC COMCHECK PROVIDED
❑ N/A BASED ON PROJECT SCOPE ❑ ASHRAE 90.1-2013
C406 ADDITIONAL EFFICIENCY PACKAGE OPTIONS
❑ C406.1.1 EFFICIENT MECH EQUIPMENT ❑ C406.1.4 ON-SITE RENEWABLE ENERGY
0 C406.1.2 REDUCED LTG DENSITY ❑ C406.1.5 DEDICATED OA SYSTEM
❑ C406.1.3 ENHANCED DIGITAL LTG CNTLS ❑ C406.1.6 HI -EFF SERVICE WTR HTG
❑ NOT APPLICABLE BASED ON PROJECT SCOPE
C405.2 - LIGHTING CONTROLS (MANDATORY REQUIREMENTS):
LIGHTING SYSTEMS ARE PROVIDED WITH CONTROLS AS REQUIRED PER
SECTION C405.2, EXCEPT WHERE EXEMPT.
❑ NOT APPLICABLE
C405.3 - EXIT SIGNS (MANDATORY REQUIREMENTS):
❑ INTERNALLY ILLUMINATED EXIT SIGNS DO NOT EXCEED 5 WATTS PER SIDE.
0 NOT APPLICABLE
C405.4 - INTERIOR LIGHTING POWER REQUIREMENTS (PRESCRIPTIVE) (NON-EXEMPT):
NOT APPLICABLE PER 2018 NCECC C503.1, EXCEPTION 2.G.
C405.4.1 - TOTAL CONNECTED INTERIOR LIGHTING POWER:
N/A WATTS SPECIFIED
N/A % REDUCTION OF SPECIFIED VS. ALLOWED
(APPLICABLE IF C406.1.2 IS SELECTED)
C405.4.2 - TOTAL ALLOWABLE INTERIOR LIGHTING POWER:
METHOD OF COMPLIANCE:
❑ BUILDING AREA METHOD ❑ SPACE -BY -SPACE METHOD
N/A WATTS ALLOWED
C405.5.1 - EXTERIOR BUILDING LIGHTING POWER (NON-EXEMPT):
❑ NOT APPLICABLE
TOTAL CONNECTED EXTERIOR LIGHTING POWER:
1,236 WATTS SPECIFIED
TOTAL ALLOWABLE EXTERIOR LIGHTING POWER:
2,733 WATTS ALLOWED
C405.6 - ELECTRICAL ENERGY CONSUMPTION (DWELLING UNITS):
SEPARATE ELECTRICAL METERING HAS BEEN PROVIDED FOR EACH DWELLING
❑ UNIT IN GROUP R-2 BUILDINGS.
NOT APPLICABLE
C405.7 - ELECTRICAL TRANSFORMERS (MANDATORY REQUIREMENTS):
ELECTRICAL TRANSFORMERS HAVE BEEN SPECIFIED TO MEET MINIMUM
❑ EFFICIENCY REQUIREMENTS PER C405.7, EXCEPT WHERE EXEMPT.
NOT APPLICABLE
C405.8 - ELECTRICAL MOTORS (MANDATORY REQUIREMENTS):
ELECTRICAL MOTORS HAVE BEEN SPECIFIED TO MEET MINIMUM EFFICIENCY
❑ REQUIREMENTS PER C405.8, EXCEPT WHERE EXEMPT.
NOT APPLICABLE
SYMBOL SCHEDULE
WIRING SYSTEM CONCEALED IN WALL OR CEILING. WHEN SHOWN, CROSS
LINES INDICATE NUMBER OF WIRES. (GROUND WIRES ARE NOT SHOWN)
i - WIRING SYSTEM CONCEALED IN OR UNDER SLAB OR UNDERGROUND.
I',- _1\ WIRING SYSTEM EXPOSED
----'-D CONDUIT TURNED UP TO FLOOR ABOVE.
CONDUIT TURNED DOWN TO FLOOR BELOW.
BRANCH CIRCUIT HOMERUN TO PANEL.
•-0 SINGLE HEAD POLE FIXTURE. SEE FIXTURE SCHEDULE.
O"-0 DOUBLE HEAD POLE FIXTURE. SEE FIXTURE SCHEDULE.
0 LIGHT BOLLARD OR POLE TOP FIXTURE. SEE FIXTURE SCHEDULE.
T FLOODLIGHT. SEE FIXTURE SCHEDULE.
IPANELBOARD. SEE PANEL SCHEDULES & POWER RISER DIAGRAM.
ELECTRICAL SHEET INDEX
PLAN NUMBER PLAN NAME
E001 ELECTRICAL NOTES & LEGENDS
E002 ELECTRICAL SPECIFICATIONS
E101 ELECTRICAL SITE PLAN
POLE WITH HANDHOLE AT
BOTTOM. SEE LIGHTING
FIXTURE SCHEDULE
BOLT COVER WITH FINISH
TO MATCH POLE
1" CHAMFER ALL
AROUND AT TOP
OF BASE
24" ABOVE
GRADE -
FINISHED GRADE
BACKFILL AND -
TAMP IN 6"
LAYERS AROUND
BASE
3/4%10'-0"
GROUND ROD
30"-
1
36" DIA. MIN.
NOTE:
ALLOW 30 DAYS FOR
CONCRETE BASE TO
CURE BEFORE INSTALLING
POLE.
# 6 BARE COPPER BONDING
WIRE. BOND TO POLE.
L -BENT GALVANIZED STEEL
ANCHOR BOLTS FURNISHED
WITH POLE
SMOOTH TOP OF BASE
3 #4 TIES @ 3"
-MIN. OF 6" OF CONCRETE
AROUND ANCHOR BOLTS
-3" MIN.
I /. 1.
3000 PSI CONCRETE.
AGITATE AS REQUIRED. TO
REMOVE AIR POCKETS.
TIE BARS TOGETHER WITH
#4 BARS, 12" O.C.
6 #6 DEFORMED REBARS 6"
SHORTER THAN TOTAL LENGTH
OF BASE. EQUALLY SPACE
60° APART
SCHEDULE 40 PVC CONDUIT
WITH GROUND WIRE. SEE
PLAN FOR CIRCUITING
-IGHTING SCHEDULE NOTES:
CONTRACTOR SHALL VERIFY FINISH AND MOUNTING WITH ARCHITECT PRIOR TO ORDERING.
>_. NEW SITE LIGHT POLES SHALL MATCH EXISTING IN FINISH.
3. REFER TO POLE BASE DETAIL FOR MOUNTING REQUIREMENTS.
k COLOR TEMPERATURE OF NEW LIGHT FIXTURES SHALL MATCH EXISTING.
4#1+G,2"C
LIGHT FIXTURE SCHEDULE
EXISTING SWBD:
MDP EXTG MFGR
ELEC. 190
---------------- --
_ - - - - - - - - - - -
-- --- - ----
4#4/0+G,3"C�
��
TOTAL
4 WIRE EXTG TYPE
MAIN CIRCUIT BREAKER AIC
MAIN CB NOTES:
4#4/0+G,3"C
------
4-500MCM+G, 31/2"C
-------- ------
4=500MCM+G,
31/2 C
i _I_
-- i
1
L
#OF
111
800 3 EXISTING
F_ _1
F_ _1
r --I-
_1 r- -�
F_ -� F_ � �
TYPE
DESCRIPTION
LAMP
PEH
FIXTURE
BALLAST/DRIVER
VOLTAGE
MANUFACTURER
MODEL
REMARKS
EXAMPLE
4
I
I
1 1 1 I I
I I I I
LAMPS
z7 MD
2.40
198.1
5
PANEL 3L
EX GYM LIGHTS
250
sov
L__jLTJ
12.1
L--I--J
WATTAGE
LTJ L__jLTJ
II
L--I--J L_ J
x300 KVA 12500A CB1
ED
EX GYM LIGHTS
I
7
I
I
250
AY IIS J O2 1
POOL EQUIP. 196
1
STO. 153
LITHONIA
MR2 LED 60C 1000 40K T4M 480 RPA
MATCH FINISH OF EXISTING FIXTURES.
FA_- - - I r - - -
20
EX LIGHTS
9
SPACE ONLY
POOL LIGHTS EX 20
20
3
3.60
0.00
VERIFY FINISH AND MOUNTING OPTIONS WITH ARCHITECT
SPACE ONLY
N4
LED POLE MOUNTAREA LIGHTING
LED
LED
206W
INTEGRAL LED DRIVER
480V
2.00
LIGHTS EX 20
PRIORTO ORDERING.
EX LIGHTS
2.50
12
SPACE ONLY
20
EX SITE LIGHTS
3
2.00
LIGHTS EX 20
13
TYPE 4 DISTRIBUTION.
1.20
2.00
3
20
EX LIGHTS
14
SPACE ONLY
SITE LIGHTS EX 20 3
EX
20
3
PROVIDE WITH 30' SITE POLE.
15
SPACE ONLY
0.48
0.48
SITE LIGHTS EX 20
EX
3
EX LIGHTS
EX
2.60
2.60
LITHONIA
MR2 LED 60C 100040K TSM 480 RPA
MATCH FINISH OF EXISTING FIXTURES. VERIFY FINISH AND
EX ELEVATOR EQUIPMENT RM LTS
EX
2.50
2.50
28.5
17
SUB -TOTALS
MOUNTING OPTIONS WITH ARCHITECT PRIOR TO
18
N5
LED POLE MOUNT AREA LIGHTING
LED
LED
206W
INTEGRAL LED DRIVER
480V
76.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
CONNECTED
ORDERING.
91.6 A
78.5 A
105.1 A
DEMAND
A= 25.4 KVA
B= 21.8 KVA
C= 29.1 KVA
20
DEMAND @ 125%
A= 31.7 KVA
B- 27.2 KVA
C= 36.4 KVA
114.5 A
98.1 A
131.4 A
TOTAL (CONNECTED)
TOTAL (DEMAND)
76.3
76.3
TYPE 5 DISTRIBUTION.
PROVIDE WITH 30' SITE POLE.
TOTAL (CONNECTED)
POLE WITH HANDHOLE AT
BOTTOM. SEE LIGHTING
FIXTURE SCHEDULE
BOLT COVER WITH FINISH
TO MATCH POLE
1" CHAMFER ALL
AROUND AT TOP
OF BASE
24" ABOVE
GRADE -
FINISHED GRADE
BACKFILL AND -
TAMP IN 6"
LAYERS AROUND
BASE
3/4%10'-0"
GROUND ROD
30"-
1
36" DIA. MIN.
NOTE:
ALLOW 30 DAYS FOR
CONCRETE BASE TO
CURE BEFORE INSTALLING
POLE.
# 6 BARE COPPER BONDING
WIRE. BOND TO POLE.
L -BENT GALVANIZED STEEL
ANCHOR BOLTS FURNISHED
WITH POLE
SMOOTH TOP OF BASE
3 #4 TIES @ 3"
-MIN. OF 6" OF CONCRETE
AROUND ANCHOR BOLTS
-3" MIN.
I /. 1.
3000 PSI CONCRETE.
AGITATE AS REQUIRED. TO
REMOVE AIR POCKETS.
TIE BARS TOGETHER WITH
#4 BARS, 12" O.C.
6 #6 DEFORMED REBARS 6"
SHORTER THAN TOTAL LENGTH
OF BASE. EQUALLY SPACE
60° APART
SCHEDULE 40 PVC CONDUIT
WITH GROUND WIRE. SEE
PLAN FOR CIRCUITING
-IGHTING SCHEDULE NOTES:
CONTRACTOR SHALL VERIFY FINISH AND MOUNTING WITH ARCHITECT PRIOR TO ORDERING.
>_. NEW SITE LIGHT POLES SHALL MATCH EXISTING IN FINISH.
3. REFER TO POLE BASE DETAIL FOR MOUNTING REQUIREMENTS.
k COLOR TEMPERATURE OF NEW LIGHT FIXTURES SHALL MATCH EXISTING.
4#1+G,2"C
30 KVA
1 3#8+G,1"C
AY
EXISTING SWBD:
MDP EXTG MFGR
ELEC. 190
---------------- --
_ - - - - - - - - - - -
-- --- - ----
4#4/0+G,3"C�
��
�
--_�
4 WIRE EXTG TYPE
MAIN CIRCUIT BREAKER AIC
MAIN CB NOTES:
4#4/0+G,3"C
------
4-500MCM+G, 31/2"C
-------- ------
4=500MCM+G,
31/2 C
i _I_
-- i
1
L
4#3/0+G,2 C
111
800 3 EXISTING
F_ _1
F_ _1
r --I-
_1 r- -�
F_ -� F_ � �
F- _I- r- -
�I
PEL I
PEH
3
ZP I BC
I 1L I I H 1 AC I
I 1b I DP I
�1
I
I
101.4
4
I
I
1 1 1 I I
I I I I
I I ILL
I I 1
z7 MD
2.40
198.1
5
PANEL 3L
EX GYM LIGHTS
250
sov
L__jLTJ
12.1
L--I--J
LTJ
LTJ L__jLTJ
II
L--I--J L_ J
x300 KVA 12500A CB1
ED
EX GYM LIGHTS
I
7
I
I
250
AY IIS J O2 1
POOL EQUIP. 196
1
STO. 153
1
I I
--_j
(3)4 500MCM+G,3�/2 C
FA_- - - I r - - -
14
Morris -Berg
• A R C HI T E C T S
• . ' 6101 CARNEGIE BOULEVARD, SUITE 101 CHARLOTTE NC 28209-0641
[phone] FAX [phone]
engineering .,...0,�
1927 South Tryon St., Suite 300, Charlotte NC 28203
150 Fayetteville St., Suite 520, Raleigh, NC 27601 T I M M O N S GROUP
Phone: [phone] • www.optimaengineering.com
North Carolina License Number C-0914 YOUR VISION ACHIEVED THROUGH OURS.
610 EAST MOREHEAD STREET, STE, 250
CHARLOTTE, NORTH CAROLINA 28202
��H ol
..........
.••• /� '..
•: �oFESS/0 ••y
9
SEAL -
23 4 =
Ob/Z8/19
XISTING METER
AND CT CABINET.
EXISTING CONSTRUCTION
277/480V UTILITY
PAD MOUNTED DOCUMENTS
TRANSFORMER
�M� I
LI I I ISSUE DATE: AUG. 28, 2019
I (2)4-500MCM+G,3/2'C 2 3-250MCM+G 3'C I I- J EXISTING PRIMARY
4 - - -
4#1/0+G,2"C L------ - �------______-� »
- - - - - J (7)4-500MCM, 31/2 C
- - - - - - - - - - - - - - - - - - - - - - -
-------------------
(2)4-500MCM+G,3/2"C 4#4/0+G,3"C
EXISTING
,POWER RISER DIAGRAM
NO SCALE
A121021: 1In 0i11*51
1. ALL DASHED ITEMS ARE EXISTING TO REMAIN.
2. SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR
TO ADDING ADDITIONAL LOAD TO EXISTING CIRCUITS.
EXISTING SWBD:
MDP EXTG MFGR
VOLTAGE:
MOUNTING:
277/ 480
FLOOR
3 PHASE
2500 AMP
4 WIRE EXTG TYPE
MAIN CIRCUIT BREAKER AIC
MAIN CB NOTES:
CKT/
ID
LOAD SERVED
BREAKER
I FRAMEJ TRIP JPOLE
FEEDER NOTES
LOAD
KVA
1
PANEL AC
800
800 3 EXISTING
A B C
432.5
2
PANEL DP (MA300KVAXFMR)
LOAD SERVED
500
500 3 EXISTING
POOL LIGHTS
238.7
3
PANEL PEH
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
31
33
35
37
39
41
150
150 3 EXISTING
EX
101.4
4
PANEL BC
SPACE ONLY
800
800 3 EXISTING
2.40
198.1
5
PANEL 3L
EX GYM LIGHTS
250
225 3 EXISTING
SPACE ONLY
12.1
6
PANEL 2L
2.00
250
225 3 EXISTING
EX GYM LIGHTS
21.2
7
PANEL 1 L
20
250
225 3 EXISTING
2.00
76.3
8
SPACE ONLY
3.70
0.00
3
20
EX LIGHTS
9
SPACE ONLY
POOL LIGHTS EX 20
20
3
3.60
0.00
10
SPACE ONLY
EX LIGHTS
1.70
3
LIGHTS EX 20
20
11
SPACE ONLY
2.00
LIGHTS EX 20
3
EX LIGHTS
2.50
12
SPACE ONLY
20
EX SITE LIGHTS
3
2.00
LIGHTS EX 20
13
SPACE ONLY
1.20
2.00
3
20
EX LIGHTS
14
SPACE ONLY
SITE LIGHTS EX 20 3
EX
20
3
3.30
15
SPACE ONLY
0.48
0.48
SITE LIGHTS EX 20
EX
3
EX LIGHTS
EX
2.60
2.60
16
SITE LIGHTS EX 20
EX
20
EX ELEVATOR EQUIPMENT RM LTS
EX
2.50
2.50
28.5
17
SUB -TOTALS
47.8
18
LOAD
KVA
TOTAL LOAD PER PHASE:
NOTES:
1. PANEL AND BREAKERS ARE EXISTING TO REMAIN.
2. LOADS ARE PER AS -BUILT DRAWINGS. CONTRACTOR SHALL
FIELD VERIFY D(ISTING CONDITIONS PRIOR TO ADDING LOAD.
3. NEW LIGHT FIXTURES ADDED TO DCISTING CIRCUIT.
CONTRACTOR SHALL FIELD VERIFY D(ISTING CIRCUIT.
19
76.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
CONNECTED
A= 25.4 KVA
B= 21.8 KVA
C= 29.1 KVA
91.6 A
78.5 A
105.1 A
DEMAND
A= 25.4 KVA
B= 21.8 KVA
C= 29.1 KVA
20
DEMAND @ 125%
A= 31.7 KVA
B- 27.2 KVA
C= 36.4 KVA
114.5 A
98.1 A
131.4 A
TOTAL (CONNECTED)
TOTAL (DEMAND)
76.3
76.3
21
TOTAL (CONNECTED)
1080
LOAD
KVA
TOTAL LOAD PER PHASE:
NOTES:
1. SWBD AND BREAKERS ARE EXISTING TO REMAIN.
2. LOADS ARE PER AS -BUILT DRAWINGS.CONTRACTORSHALL
FIELDVERIFY EXISTING CONDITIONS PRIORTO ADDING LOAD.
LIGHTS
HEATING
COOLING
VENTILATION
MOTORS
KITCHEN
RECEPTACLES
WATER HEATER
MISC.
SPARE
109.5
0.0
0.0
0.0
624.4
0.0
123.7
0.0
114.2
108.5
CONNECTED
A= 361.4 KVA
B= 359.2 KVA
C= 359.6 KVA
1304.1 A
1296.0 A
1297.7 A
DEMAND
A= 343.8 KVA
B= 339.3 KVA
C= 340.3 KVA
1240.5 A
1224.2 A
1228.0 A
DEMAND @125%
A= 429.7 KVA
B= 424.1 KVA
C= 425.4 KVA
1550.6 A
1530.3 A
1535.0 A
TOTAL (CONNECTED)7,023
TOTAL (DEMAND)
080
14
Morris -Berg
• A R C HI T E C T S
• . ' 6101 CARNEGIE BOULEVARD, SUITE 101 CHARLOTTE NC 28209-0641
[phone] FAX [phone]
engineering .,...0,�
1927 South Tryon St., Suite 300, Charlotte NC 28203
150 Fayetteville St., Suite 520, Raleigh, NC 27601 T I M M O N S GROUP
Phone: [phone] • www.optimaengineering.com
North Carolina License Number C-0914 YOUR VISION ACHIEVED THROUGH OURS.
610 EAST MOREHEAD STREET, STE, 250
CHARLOTTE, NORTH CAROLINA 28202
��H ol
..........
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•: �oFESS/0 ••y
9
SEAL -
23 4 =
Ob/Z8/19
XISTING METER
AND CT CABINET.
EXISTING CONSTRUCTION
277/480V UTILITY
PAD MOUNTED DOCUMENTS
TRANSFORMER
�M� I
LI I I ISSUE DATE: AUG. 28, 2019
I (2)4-500MCM+G,3/2'C 2 3-250MCM+G 3'C I I- J EXISTING PRIMARY
4 - - -
4#1/0+G,2"C L------ - �------______-� »
- - - - - J (7)4-500MCM, 31/2 C
- - - - - - - - - - - - - - - - - - - - - - -
-------------------
(2)4-500MCM+G,3/2"C 4#4/0+G,3"C
EXISTING
,POWER RISER DIAGRAM
NO SCALE
A121021: 1In 0i11*51
1. ALL DASHED ITEMS ARE EXISTING TO REMAIN.
2. SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR
TO ADDING ADDITIONAL LOAD TO EXISTING CIRCUITS.
PANEL '1L': 0
EXISTING DEMAND LOAD = 75KW (90A)
REMOVED LOAD = OKW
ADDED LOAD = 1.24KW
NEW DEMAND LOAD = 76.24KW
X 125%
= 95.3KW (114.6A)
PANEL 'MDP": O
EXISTING DEMAND LOAD = 1022KW (1229.3A)
REMOVED LOAD = OKW
ADDED LOAD = 1.24KW
NEW DEMAND LOAD = 1023.24KW
X 125%
= 1279KW (1538.4A)
INDEX OF DRAWINGS
E001 ELECTRICAL NOTES & LEGENDS
E002 ELECTRICAL SPECIFICATIONS
E101 ELECTRICAL SITE PLAN
THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A. ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A. IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2018, ALL RIGHTS RESERVED.
REVISIONS
NUM. DATE DESCRIPTION:
the
�s
PROJECT 1501
NUMBER
SHEET TITLE
ELECTRICAL NOTES &
LEGENDS
SHEET NUMBER
E001
SUB -PROJECT
Optima # 17-0397
EXISTING PANEL:
1L
EXTG MFGR
VOLTAGE:
MOUNTING:
277/ 480
SURFACE
3 PHASE
225 AMP
4 WIRE
MAIN LUGS ONLY
EXTG TYPE
AIC
LOAD
KVA
LOAD SERVED
Lu
�
CKT
NO
A B C
CKT
NO
� D_
�
LOAD SERVED
LOAD
KVA
2.00
POOL LIGHTS
EX
20
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
31
33
35
37
39
41
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
20
EX
GYM LIGHTS
2.40
0.00
SPACE ONLY
20
EX GYM LIGHTS
2.40
2.00
POOL LIGHTS EX 20
20
EX GYM LIGHTS
2.40
0.00
SPACE ONLY
20
EX GYM LIGHTS
2.40
2.00
POOL LIGHTS EX 20
20
EX GYM LIGHTS
1.60
2.00
POOL LIGHTS EX 20
20
EX GYM LIGHTS
0.80
2.00
POOL LIGHTS EX 20
20
EX LIGHTS
3.70
0.00
SPACE ONLY
20
EX LIGHTS
3.60
2.00
POOL LIGHTS EX 20
20
EX LIGHTS
3.60
0.00
SPACE ONLY
20
EX LIGHTS
1.70
2.00
LIGHTS EX 20
20
EX LIGHTS
1.70
2.00
LIGHTS EX 20
20
EX LIGHTS
2.50
2.00
LIGHTS EX 20
20
EX SITE LIGHTS
1.00
2.00
LIGHTS EX 20
20
EX SITE LIGHTS
1.20
2.00
LIGHTS EX 20
20
EX LIGHTS
3.30
1.80
1.80
SITE LIGHTS EX 20 3
EX
20
EX SITE LIGHTS
3.30
SPACE ONLY
0.00
0.48
0.48
SITE LIGHTS EX 20
EX
20
EX LIGHTS
EX
2.60
2.60
0.95
0.95
SITE LIGHTS EX 20
EX
20
EX ELEVATOR EQUIPMENT RM LTS
EX
2.50
2.50
28.5
SUB -TOTALS
47.8
LOAD
KVA
TOTAL LOAD PER PHASE:
NOTES:
1. PANEL AND BREAKERS ARE EXISTING TO REMAIN.
2. LOADS ARE PER AS -BUILT DRAWINGS. CONTRACTOR SHALL
FIELD VERIFY D(ISTING CONDITIONS PRIOR TO ADDING LOAD.
3. NEW LIGHT FIXTURES ADDED TO DCISTING CIRCUIT.
CONTRACTOR SHALL FIELD VERIFY D(ISTING CIRCUIT.
LIGHTS
HEATING
COOLING
VENTILATION
MOTORS
KITCHEN
RECEPTACLES
WATER HEATER
MISC.
SPARE
76.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
CONNECTED
A= 25.4 KVA
B= 21.8 KVA
C= 29.1 KVA
91.6 A
78.5 A
105.1 A
DEMAND
A= 25.4 KVA
B= 21.8 KVA
C= 29.1 KVA
91.6 A
78.5 A
105.1 A
DEMAND @ 125%
A= 31.7 KVA
B- 27.2 KVA
C= 36.4 KVA
114.5 A
98.1 A
131.4 A
TOTAL (CONNECTED)
TOTAL (DEMAND)
76.3
76.3
PANEL '1L': 0
EXISTING DEMAND LOAD = 75KW (90A)
REMOVED LOAD = OKW
ADDED LOAD = 1.24KW
NEW DEMAND LOAD = 76.24KW
X 125%
= 95.3KW (114.6A)
PANEL 'MDP": O
EXISTING DEMAND LOAD = 1022KW (1229.3A)
REMOVED LOAD = OKW
ADDED LOAD = 1.24KW
NEW DEMAND LOAD = 1023.24KW
X 125%
= 1279KW (1538.4A)
INDEX OF DRAWINGS
E001 ELECTRICAL NOTES & LEGENDS
E002 ELECTRICAL SPECIFICATIONS
E101 ELECTRICAL SITE PLAN
THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A. ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A. IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2018, ALL RIGHTS RESERVED.
REVISIONS
NUM. DATE DESCRIPTION:
the
�s
PROJECT 1501
NUMBER
SHEET TITLE
ELECTRICAL NOTES &
LEGENDS
SHEET NUMBER
E001
SUB -PROJECT
Optima # 17-0397

1. GENERAL:
Q.
ALL UNDERGROUND RACEWAYS SHALL BE THOROUGHLY COATED WITH TWO COATS
G. THE ELECTRICAL CONTRACTOR SHALL INCLUDE COORDINATION WITH THE GENERAL
OF ASPHALTUM BITUMASTIC.
CONTRACTOR AND SUCH DEMOLITION OF THE EXISTING ELECTRICAL SYSTEMS AS
A.
THE WORK COVERED BY THESE SPECIFICATIONS CONSISTS OF FURNISHING ALL
R.
ALL CONDUITS INSTALLED UNDERGROUND OR IN CONCRETE SHALL HAVE JOINTS
IS NECESSARY SO THAT THE DEMOLITION WORK OF THE GENERAL CONTRACTOR
LABOR, EQUIPMENT, MATERIALS AND SUPPLIES AS NECESSARY FOR THE
MADE WATERTIGHT BY USE OF POLYETRA—FLUOROETHYLENE TAPE.
SHALL NOT DAMAGE THOSE PORTIONS OF THE ELECTRICAL SYSTEMS WHICH ARE
COMPLETE AND SATISFACTORY OPERATING ELECTRICAL SYSTEMS AS SHOWN ON
S.
THE USE OF AC OR NM CABLE IS NOT PERMITTED.
TO REMAIN IN SERVICE, ARE TO BE REUSED, OR ARE TO BECOME THE
THE PLANS.
PROPERTY OF THE OWNER.
B.
ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE,
3. OUTLET BOXES:
H. TURN OVER TO OWNER, UPON REQUEST OR AS NOTED, ITEMS SHOWN AS BEING
NFPA, STATE BUILDING CODE, AND ANY OTHER LOCAL REQUIREMENTS THAT MAY
REMOVED AND NOT REINSTALLED. ITEMS NOT DIRECTED OR REQUESTED TO BE
APPLY.
A.
JUNCTION AND PULL BOXES SHALL BE CODE GAUGE GALVANIZED STEEL.
TURNED OVER TO THE OWNER SHALL BE DISPOSED OF BY THE ELECTRICAL
C.
CONTRACTOR SHALL OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND
ACCEPTED MANUFACTURERS SHALL BE STEEL CITY (THOMAS & BETTS), RACO,
CONTRACTOR.
INSPECTION FEES.
CROUSE—HINDS, APPLETON (EMERSON), OR APPROVED EQUIVALENT.
I. EQUIPMENT OR MATERIALS WHICH ARE TO BE REUSED OR TURNED OVER TO THE
D.
ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE LISTED BY THE
B.
OUTLET BOXES SHALL NOT BE MOUNTED BACK TO BACK IN COMMON WALLS.
OWNER SHALL BE CAREFULLY REMOVED, CLEANED, AND STORED IN A CLEAN
UNDERWRITER'S LABORATORIES, INC. OR BY A STATE APPROVED THIRD PARTY
C.
ATTACH EMT WITH CONNECTORS HAVING INSULATED THROAT.
AND DRY AREA. SHOULD THE ELECTRICAL CONTRACTOR ENCOUNTER SUCH
TESTING AGENCY FOR THE USE INTENDED WHERE A STANDARD FOR SUCH
D.
ATTACH BOXES TO STUD WORK USING CADDY BAR STRAPS THAT CONNECT TO
EQUIPMENT WHICH IS NOT IN SATISFACTORY CONDITION FOR REUSE AND NOT IN
MATERIALS AND USE EXISTS. ALL ITEMS OF THE SAME TYPE AND RATING
TWO ADJACENT STUDS TO PREVENT TWISTING OF BOX IN WALL.
WORKING ORDER, THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE
SHALL BE IDENTICAL AND OF THE SAME MANUFACTURER.
E.
ALL OUTLET BOXES (INCLUDING TELEPHONE, CABLE TV, AND COMPUTER) SHALL
ARCHITECT/ENGINEER IMMEDIATELY.
E.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CATALOG DATA IN
HAVE COVER PLATES, BLANK IF NOT USED.
J. DISCONNECT ELECTRICAL SERVICES TO ALL EQUIPMENT REQUIRING REMOVAL.
ELECTRONIC FORMAT (PDF) FOR ALL ELECTRICAL ITEMS IN THE SCOPE OF WORK,
F.
ALL EXTERIOR BOXES SHALL BE WATER—TIGHT.
CONDUIT SHALL BE REMOVED BACK TO THE POINT WHERE IT WILL BE
INCLUDING, BUT NOT LIMITED TO, RACEWAYS, BOXES, FITTINGS, CONDUCTORS,
CONCEALED AT THE COMPLETION OF THIS CONTRACT. WIRE AND CABLE SHALL
LUMINAIRES, LAMPS, BALLASTS, WIRING DEVICES, ETC. FOR APPROVAL AS
4. CONDUCTORS:
BE REMOVED BACK TO THE FIRST OUTLET BOX, CABINET, OR TERMINATION POINT
APPLICABLE FOR THE PROJECT. ONE COMPLETE SET OF APPROVED SUBMITTALS
WHICH IS TO REMAIN. CIRCUITS WHICH ARE NOT REUSED SHALL BE REMOVED
SHALL BE MAINTAINED AT THE JOB SITE.
A.
CONDUCTORS SHALL BE MANUFACTURED BY SOUTHWIRE (SIMPULL), ENCORE
BACK TO THE SOURCE IN THEIR ENTIRETY.
F.
ALL COST ASSOCIATED WITH SUBSTITUTED EQUIPMENT TO COMPLY WITH THE
, UNITED COPPER (SLK), (SLP), OR APPROVED EQUAL,
K. REMOVE AND REINSTALL CEILINGS IN THE EXISTING BUILDING AS REQUIRED FOR
BASIS OF DESIGN, INCLUDING PROVIDING MAINTENANCE ACCESS, CLEARANCE,
URERO
PRE—LUBRICATED" BY THE MANUFACTURER.
"PRE— LUBRICATED"
THE WORK. COORDINATE WITH THE GENERAL CONTRACTOR. IN SUCH AREAS,
CONDUIT, WIRING, REPLACEMENT OF OTHER SYSTEM COMPONENTS, BUILDING
REMOVE AND REINSTALL ALL ELECTRICAL DEVICES WHICH ARE TO REMAIN IN OR
ALTERATIONS, METHODS, ETC., SHALL BE INCLUDED IN THE ORIGINAL BASE BID.
B.
ALL CONDUCTORS SHALL BE COPPER, RATED 75- C WET/ DRY EXCEPT WHERE
ON THE CEILING.
NO ADDITIONAL COSTS ASSOCIATED WITH SUBSTITUTED EQUIPMENT WILL BE
OTHERWISE NOTED OR REQUIRED BY ULOR OR OTHER CODES.
L. WHERE NEW CEILINGS CONFLICT WITH EXISTING ELECTRICAL WORK WHICH IS TO
APPROVED AFTER BIDS HAVE BEEN ACCEPTED AND ALL COSTS WILL BE THE
C.
ALL CONDUCTORS SHALL BE SINGLE INSULATED CONDUCTOR, THHN/THWN-2.
REMAIN, RELOCATE THE ELECTRICAL WORK INVOLVED TO CLEAR THE NEW
RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. CREDITS SHALL BE GIVEN TO
SIZES #10 AWG AND SMALLER SHALL BE SOLID, SIZES #8 AWG AND LARGER
CONSTRUCTION.
THE OWNER WHERE SUCH EQUIPMENT AND METHODS RESULT IN LESS EXPENSE
SHALL BE STRANDED.
M. WHERE NEW WALL OR FLOOR FINISHES CONFLICT WITH EXISTING ELECTRICAL
TO THE CONTRACTOR.
D.
BRANCH CIRCUITS SHALL NOT BE SMALLER THAN #12 AWG. CONTROL WIRING
WORK WHICH IS TO REMAIN, RELOCATE THE ELECTRICAL WORK INVOLVED OR
G.
ONE COMPLETE SET OF THE LATEST CONSTRUCTION PLANS OF ALL TRADES
MAY BE #14 AWG.
PROVIDE BOX EXTENSIONS OR SIMILAR DEVICES AND REINSTALL ON THE NEW
SHALL BE MAINTAINED AT THE JOB SITE. IN ADDITION, ALL ADDENDUMS,
E.
CONDUCTORS SHALL BE COLOR CODED BLACK/RED/BLUE FOR 120/208 VOLT
FINISH.
BULLETINS, AND/OR SKETCHES SHALL BE INCORPORATED INTO THE ON—SITE
SYSTEMS AND BROWN/ORANGE/YELLOW FOR 277/480 VOLT SYSTEMS FOR A, B,
N. WHERE EXISTING BRANCH CIRCUITS AND SYSTEMS ARE INTERRUPTED BY NEW
CONSTRUCTION PLANS AS THE JOB PROGRESSES.
AND C PHASES, RESPECTIVELY. NEUTRAL SHALL BE WHITE FOR 120/208 VOLT
WORK OR SYSTEMS (ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION,
H.
COMPLETELY ADEQUATE HOUSING SHALL BE PROVIDED FOR ALL MATERIALS
SYSTEMS AND NATURAL GRAY FOR 277/480 VOLT SYSTEMS. GROUND
ETC.), EXTEND AND RECONNECT THOSE CIRCUITS AND SYSTEMS. WHERE THOSE
STORED ON JOB SITE. ONLY CONDUIT MAY BE STORED OUTSIDE, BUT NOT IN
CONDUCTOR SHALL BE GREEN ON ALL SYSTEMS. ALL CONDUCTOR SIZES SHALL
CIRCUITS OR SYSTEMS MUST REMAIN IN SERVICE DURING THE EXECUTION OF
CONTACT WITH THE GROUND.
HAVE COLOR—CODED INSULATION. THE USE OF COLORED TAPE ON LARGER WIRE
THIS CONTRACT, PROVIDE TEMPORARY CONNECTIONS UNTIL FINAL CONNECTIONS
I.
WIRING SHALL BE TESTED FOR CONTINUITY AND GROUNDS BEFORE BEING
SIZES SHALL NOT BE ALLOWED.
ARE COMPLETE.
ENERGIZED. FAULTY WIRING SHALL BE REPLACED AT NO ADDITIONAL EXPENSE
F.
INSULATION SHALL BE DUAL RATED TYPE THHN/THWN-2 FOR FEEDERS AND
TO THE OWNER.
BRANCH CIRCUITS. FIXTURE TAPS SHALL BE #12 THHN/THWN-2 IN FLEX WITH
J.
PROVIDE ALL CUTTING AND PATCHING FOR INSTALLATION OF WORK AND REPAIR
GREEN #12 AWG GROUNDING CONDUCTOR.
ANY DAMAGE DONE.
G.
ALL CONDUCTORS SHALL BE IN CONDUIT.
K.
THE ELECTRICAL CONTRACTOR SHALL CONNECT ALL EQUIPMENT REQUIRING
H.
WIRING TO LIGHTING FIXTURES SHALL BE AS REQUIRED BY UL LABEL.
ELECTRICAL CONNECTIONS (UNLESS OTHERWISE NOTED), EXCEPT FOR CONTROL
I.
MULTI—WIRE BRANCH CIRCUITS SHALL NOT BE ALLOWED, UNLESS EXPLICITLY
WIRING FOR EQUIPMENT NOT PROVIDED BY THE ELECTRICAL CONTRACTOR.
INDICATED ON THE DRAWINGS. WHERE EXPLICITLY INDICATED ON THE DRAWINGS:
CONTROL WIRING FOR SUCH EQUIPMENT SHALL BE PROVIDED BY THE RESPECTIVE
1) ALL 20A MULTI—WIRE RECEPTACLE CIRCUITS SHALL UTILIZE A #10 AWG
DISCIPLINE.
NEUTRAL CONDUCTOR.
L.
ALL ELECTRICAL JUNCTION BOXES, SWITCHGEAR, CABLING, VOICE/DATA OUTLETS,
OR
LOW VOLTAGE CABINETS, EMERGENCY RECEPTACLES, ETC. SHALL BE LABELED
2) ONLY WHERE PERMITTED UNDER "RACEWAYS", MC CABLE ASSEMBLIES CAN
ACCORDING TO PANEL/RACK AND CIRCUIT NUMBER.
BE AFC "SUPER NEUTRAL" OR EQUAL, UNLESS OTHERWISE INDICATED ON
M.
UPON COMPLETION OF WORK, CONTRACTOR SHALL PRESENT ENGINEER WITH
THE DRAWINGS. WHERE MULTI—WIRE BRANCH CIRCUITS ARE EXPLICITLY
CERTIFICATE OF APPROVAL FROM LOCAL INSPECTOR AND/OR AUTHORITY HAVING
INDICATED ON THE DRAWINGS, THEY SHALL BE INSTALLED PER NEC 210.4.
JURISDICTION BEFORE WORK WILL BE APPROVED FOR FINAL PAYMENT.
MEANS SHALL BE PROVIDED TO SIMULTANEOUSLY DISCONNECT ALL
N.
CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF
UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT
ONE YEAR EFFECTIVE THE DATE THE PROJECT IS ACCEPTED BY THE OWNER.
ORIGINATES IN ADDITION TO OTHER REQUIREMENTS PER NEC 210.4.
ANY IMPERFECT MATERIALS OR WORKMANSHIP SHALL BE REPLACED WITHOUT
J.
JOINTS IN #10 AWG AND SMALLER SHALL BE MADE UP WITH CRIMPED
ADDED COST TO THE PROJECT.
CONNECTORS WITH INSULATING CAPS (NO TAPE) OR WIRENUTS (MAXIMUM OF 3
0.
IT SHALL NOT BE THE INTENT OF ISSUED PLANS AND/OR SPECIFICATIONS TO
CONDUCTORS UNDER ANY CONNECTOR OR WIRENUT). LARGER WIRE SHALL USE
SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE ELECTRICAL CONTRACTOR
SPLIT BOLTS OR BOLTED CLAMPS.
IS EXPECTED TO FURNISH AND INSTALL ALL NECESSARY ITEMS FOR A COMPLETE
K.
ALL WIRING LUGS THROUGHOUT THE PROJECT, INCLUDING, BUT NOT LIMITED TO,
AND OPERATING SYSTEM.
BREAKERS, PAN ELBOARD/SWITCHBOARD LUGS, SAFETY SWITCH LUGS, MOTOR
P.
THE WORD "PROVIDE" MEANS THAT THIS CONTRACTOR SHALL FURNISH,
STARTER LUGS, TRANSFORMERS LUGS, WIRING DEVICE TERMINALS, AND ALL
FABRICATE, ERECT, CONNECT, AND COMPLETELY INSTALL SYSTEMS IN PROPER
EQUIPMENT LUGS/TERMINALS SHALL BE RATED FOR USE WITH 75 DEGREE
OPERATING CONDITION. ALL LABOR, PRODUCT OPTIONS, ACCESSORIES AND
INSULATED CONDUCTORS AT THEIR 75 DEGREE AMPACITY AND SHALL BE SIZED
INCIDENTAL MATERIALS REQUIRED SHALL BE INCLUDED AS PART OF THIS WORK
AND SELECTED TO MATCH THE CONDUCTOR SIZE AND MATERIAL.
TO COMPLETE THE INSTALLATION.
L.
CIRCUIT JOINTS SHALL NOT BE MADE ON DEVICE TERMINALS.
Q.
THE WORD "CONNECT" MEANS THAT THIS CONTRACTOR SHALL PROVIDE (SEE
M.
WIRE WITHIN PANELBOARDS SHALL BE NEATLY TRAINED, SQUARED, BUNCHED,
DEFINITION ABOVE) ALL DISCONNECTING MEANS, OVERCURRENT PROTECTION AND
AND TAGGED.
WIRING REQUIRED TO PLACE THE EQUIPMENT AND SYSTEMS IN PROPER
N.
ALL SYSTEM FURNITURE CONNECTIONS SHALL COMPLY WITH NEC 605.
OPERATING CONDITION AND TO COMPLY WITH CODE REQUIREMENTS.
0.
GROUND ALL EQUIPMENT PER NEC ARTICLE 250. BOND WHERE CONDUITS ENTER
R.
ELECTRICAL CONTRACTOR SHALL NOT SCALE PLANS. CONTRACTOR SHALL REFER
ENCLOSURES THROUGH CONCENTRIC KNOCKOUTS. ALL FLEX, INCLUDING FIXTURE
TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL
TAPS, SHALL INCLUDE GREEN GROUNDING CONDUCTOR, #12 AWG MINIMUM.
EQUIPMENT, UNLESS OTHERWISE NOTED.
PROVIDE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR IN EACH
S.
CONTRACTOR SHALL TEST ALL "LIFE SAFETY" EQUIPMENT AND SYSTEMS FOR
CONDUIT AND FOR EACH CIRCUIT, SIZED PER NEC 250-122.
PROPER FUNCTION AND OPERATION. UPON SUCCESSFUL COMPLETION OF TESTS,
P.
ALL CONDUCTORS INSTALLED IN VERTICAL RACEWAYS SHALL BE SUPPORTED AT
CONFIRMATION SHALL BE SENT TO THE ENGINEER OF RECORD IN THE FORM OF
INTERVALS AS REQUIRED PER NEC 300-19.
A LETTER STATING THE TESTS PERFORMED, THE RESULTS, AND THE DATE TESTS
Q.
THE ELECTRICAL CONTRACTOR SHALL FOLLOW AND APPLY THE TABLE BELOW,
WERE SUCCESSFULLY COMPLETE. "LIFE SAFETY" EQUIPMENT AND SYSTEMS
REGARDLESS WHAT THE PANEL SCHEDULE INDICATES, FOR SIZING ALL 120V &
CONSIST OF THOSE AS SPECIFIED IN THE STATE BUILDING CODE, THE NATIONAL
277V, 20 AMP BRANCH CIRCUITS (COPPER CONDUCTORS) TO ALLOW A MAXIMUM
ELECTRICAL CODE (NEC), NFPA 101, AND ANY OTHER LOCAL REQUIREMENTS
OF 3% VOLTAGE DROP FROM THE CIRCUIT BREAKER TO THE FIRST DEVICE ON
THAT MAY APPLY.
THE BRANCH CIRCUIT AND ACHIEVE A MAXIMUM OF 5% VOLTAGE DROP ACROSS
T.
IF DURING THE COURSE OF WORK, THE CONTRACTOR DISCOVERS A PROBLEM
THE ENTIRE BRANCH CIRCUIT:
WITH THE PERFORMANCE OF THE INSTALLATION RELATIVE TO THE PLANS AND
SPECIFICATIONS, THE NEC, OR OTHER CODES OR REQUIREMENTS, THE
VOLTAGE CONDUCTOR LENGTH * BRANCH CIRCUIT
CONTRACTOR SHALL IMMEDIATELY BRING THE PROBLEM TO THE ATTENTION OF
120 0' — 50' #12
THE ARCHITECT AND/OR ENGINEER FOR RESOLUTION PRIOR TO THE EXECUTION
120 51' — 90' #10
OF THE WORK.
120 91' — 140' #8
U.
WHERE THERE ARE CONFLICTS BETWEEN THE PLANS AND SPECIFICATIONS, THE
120 141' — 225' #6
CONTRACTOR SHALL BRING THE ISSUE TO THE ATTENTION OF THE ENGINEER FOR
277 0' — 125' #12
RESOLUTION PRIOR TO THE EXECUTION OF THE WORK OR ORDERING ANY
277 126' — 200' #10
MATERIALS. NO ADDITIONAL COSTS SHALL BE WARRANTED WITHOUT A CHANGE
277 201' — 330' #8
TO THE PROJECT SCOPE.
V.
THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND
277 331' — 525' #6
PROVIDING TEMPORARY POWER AND LIGHTING FOR ALL TRADES. AT NO TIME
SHALL EXISTING BUILDING POWER SYSTEMS BE UTILIZED WITHOUT WRITTEN
* — THE LENGTH IS MEASURED FROM THE CIRCUIT BREAKER TO THE FIRST
PERMISSION FROM THE OWNER.
DEVICE WHICH THE BRANCH CIRCUIT SERVES. WHERE THE DISTANCE EXCEEDS
W.
THE CONTRACTOR SHALL PROVIDE A MINIMUM TWO WEEK NOTICE FOR ANY
ABOVE, CONSULT WITH THE ENGINEER.
PLANNED UTILITY OUTAGES. WRITTEN AUTHORIZATION FROM THE OWNER SHALL
BE PROVIDED PRIOR TO ANY OUTAGE. ALL PLANNED UTILITY OUTAGES SHALL
5. LIGHTING FIXTURES:
BE COORDINATED WITH THE OWNER TO OCCUR DURING NON—OPERATING TIMES,
INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. ALL PLANNED UTILITY OUTAGES
A.
TYPES AND MANUFACTURERS ARE SCHEDULED ON THE PLANS. EQUIVALENT
SHALL INCLUDE PROVISIONS FOR PROPER BACK—UP OF ALL LIFE—SAFETY
FIXTURES BY OTHERS MAY BE SUBMITTED ONLY AS INDICATED ON THE PLANS
SYSTEMS AND INCLUDE AN APPROVED FIRE—WATCH PROGRAM AS REQUIRED BY
AND ARE SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEER.
THE LOCAL FIRE MARSHALL.
B.
ALL FIXTURES SHALL BE U.L. LISTED AND LABELED.
X.
EACH BIDDER SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE
C.
LAMPS SHALL BE GENERAL ELECTRIC, PHILIPS, OR OSRAM/SYLVANIA EXCEPT
THEMSELVES WITH EXISTING CONDITIONS AND TO ASCERTAIN THE EXTENT OF
WHERE OTHERWISE NOTED IN THE LIGHTING FIXTURE SCHEDULE OR OTHERWISE
WORK REQUIRED. FAILURE TO VISIT SITE SHALL NOT EXCUSE CONTRACTOR FROM
NOTED. ALL FIXTURES SHALL BE EQUIPPED WITH LAMPS.
PERFORMING REQUIRED WORK NOR SHALL IT BE AN ACCEPTABLE REASON FOR
D.
BALLASTS SHALL BE AS INDICATED IN THE LIGHTING FIXTURE SCHEDULE OR AS
REQUESTING ADDITIONS TO THE CONTRACT.
OTHERWISE NOTED.
E.
ALL FIXTURES SHALL BE PROVIDED FOR PROPER VOLTAGE BASED ON THE
2. RACEWAY:
CIRCUIT ASSIGNMENT INDICATED ON THE PLANS.
F.
CATALOG NUMBERS ARE FOR GENERAL IDENTIFICATION OF FIXTURES ONLY. ALL
A.
CONDUIT SHALL BE MANUFACTURED BY ALLIED, WHEATLAND, REPUBLIC CONDUIT,
RELATED PARTS, SUCH AS PLASTER RINGS, JUNCTION BOXES, LOUVERS, SHIELDS,
WESTERN TUBE, OR APPROVED EQUIVALENT.
MOUNTING STEMS, CANOPIES, CONNECTORS, STRAPS, NIPPLES, HARDWARE,
B.
FOR INTERIOR WORK, CONDUIT SHALL BE ZINC COATED EMT EXCEPT WHERE NOT
ACCESSORIES, ETC., TO FIT THEM PROPERLY TO THE CONSTRUCTION, SHALL BE
PERMITTED BY CODE. USE SCHEDULE 40 PVC BELOW CONCRETE SLAB, IN
FURNISHED AND INSTALLED BY THIS CONTRACTOR. CONTRACTOR SHALL PROVIDE
DUCTBANKS, AND FOR EXTERIOR WORK WHERE NOT SUBJECT TO DAMAGE. USE
SUITABLE TRIM AND APPURTENANCES TO MOUNT FIXTURES IN TYPE OF CEILING
IMC WHERE SUBJECT TO PHYSICAL DAMAGE.
OR WALL AS SPECIFIED IN ARCHITECTURAL FINISH SCHEDULES REGARDLESS OF
C.
EMT FITTINGS SHALL BE COMPRESSION GLAND TYPE, OF MALLEABLE STEEL.
CATALOG NUMBER GIVEN.
CONNECTORS SHALL HAVE INSULATED THROATS. CAST, SET SCREW, OR
G.
ALL FIXTURES SHALL BE GROUNDED PER THE NEC.
INDENTER TYPE FITTINGS ARE NOT ACCEPTABLE. ALL FITTINGS FOR EMT SHALL
H.
FIXTURES CONNECTED WITH FLEX TO THE RIGID RACEWAY PORTION OF THE
BE MADE OF STEEL.
WIRING SYSTEM SHALL CARRY A GREEN BONDING JUMPER WITHIN THE FLEX.
D.
ALL RACEWAY SHALL BE RUN CONCEALED, UNLESS OTHERWISE NOTED. FISH
THE JUMPER SHALL BE FASTENED TO BOTH THE FIXTURE AND THE RACEWAY
ALL NEW OUTLETS IN EXISTING WALLS, WHERE POSSIBLE. ALL RUNS SHALL BE
SYSTEM WITH A STEEL CITY "G" CLIP OR APPROVED EQUIVALENT. PHASE AND
NEAT AND SQUARE.
GROUND CONDUCTORS RUN IN FLEX SHALL BE #12 AWG MINIMUM. MAXIMUM
E.
LOW VOLTAGE CABLING NOT SPECIFIED TO BE INSTALLED IN CONDUIT, SHALL BE
FLEX LENGTH SHALL BE 6'-0".
INSTALLED IN A CABLE TRAY SYSTEM OR J—HOOK SYSTEM CONSISTING OF
I.
MOUNT ALL FIXTURES PLUMB AND SQUARE WITH ROWS ALIGNED.
MINIMUM 2" DIAMETER HOOKS LOCATED ON 3'-0" CENTERS IN ALL ACCESSIBLE
J.
ALL LIGHTING FIXTURES SHALL BE THERMALLY PROTECTED PER THE NEC.
CEILINGS. WHERE THERE ARE INACCESSIBLE CEILINGS, PROVIDE CONDUIT FOR
ENTIRE LENGTH OF INACCESSIBILITY.
6. DEMOLITION NOTES:
F.
RACEWAYS USED FOR LOW VOLTAGE SYSTEMS SUCH AS TELECOMMUNICATIONS,
FIRE ALARM, SECURITY, CCTV, CONTROLS, AND SIMILAR CONDUITS ABOVE THE
A.
PARTIAL AND TOTAL DEMOLITION OF PORTIONS SHALL BE PERFORMED ALONG
CEILING AND BACKBOARD(S) SHALL BE PROVIDED WITH INSULATED THROAT
WITH ALL NECESSARY MODIFICATIONS TO THAT PORTION OF THE EXISTING
BUSHINGS AT EACH CONDUIT TERMINATION. THESE BUSHINGS SHALL BE BE
BUILDING WHICH SHALL REMAIN SO THAT IT CONTINUES TO FUNCTION
INSTALLED PRIOR TO PULLING LOW—VOLTAGE CABLES.
UNAFFECTED BY THE DEMOLITION AND ASSOCIATED NEW CONSTRUCTION.
G.
RACEWAY PENETRATIONS THROUGH FLOOR SLABS AND FIRE—RATED WALLS SHALL
B.
WHERE INCLUDED AS PART OF THE CONTRACT DOCUMENTS, THE DRAWINGS
BE FILLED WITH IMPERVIOUS, NON—SHRINK GROUT SUFFICIENTLY TIGHT TO
INDICATE THE GENERAL AREAS OF WORK INVOLVED. HOWEVER, THE ELECTRICAL
PREVENT THE TRANSFER OF SMOKE, WATER, AND DUST. ROOF PENETRATIONS
CONTRACTOR SHALL PERFORM WORK OUTSIDE THOSE AREAS SHOWN AS IS
SHALL BE WITHIN THE EQUIPMENT ROOF CURB.
NECESSARY TO COMPLY WITH THE INTENT OF THIS SECTION.
H.
SUPPORT ALL CONDUIT WITH STRAPS AND CLAMPS.
C.
THE ELECTRICAL CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE
I.
ALL CONDUIT SHALL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING LINES,
EXISTING BUILDING AND WITH THE WORK OF ALL OTHER TRADES AND INCLUDE
WHETHER EXPOSED OR NOT AND SUPPORTED FROM STRUCTURE AND PROPERLY
ALL WORK NECESSARY TO COMPLY WITH THE INTENT OF THE DEMOLITION.
SECURED.
D.
IT SHALL BE UNDERSTOOD THAT FIELD CONDITIONS MAY BE ENCOUNTERED
J.
WHERE CONDUITS PASS THROUGH A BUILDING EXPANSION JOINT, PROVIDE
DURING THE EXECUTION OF THIS CONTRACT WHICH WILL REQUIRE EXTENSION OR
GALVANIZED EXPANSION FITTINGS WITH BONDING JUMPERS.
RELOCATION OF EXISTING SYSTEMS OR EQUIPMENT WHICH ARE NOT SPECIFICALLY
K.
MINIMUM CONDUIT SIZE SHALL BE 3/4" FOR INTERIOR WORK, 1" FOR EXTERIOR
SHOWN ON THE DRAWINGS, BUT WHICH ARE REQUIRED TO MEET THE STATED
WORK.
INTENT THAT THE BUILDING CONTINUE TO FUNCTION UNAFFECTED BY THE
L.
PROVIDE MINIMUM 210# TEST NYLON PULL CORD AND NYLON BUSHINGS IN ALL
DEMOLITION AND ASSOCIATED NEW CONSTRUCTION. THE ELECTRICAL
EMPTY RACEWAYS.
CONTRACTOR SHALL INCLUDE SUCH WORK AS WOULD NORMALLY BE EXPECTED IN
M.
LIQUID—TIGHT METAL CONDUIT SHALL ONLY BE USED FOR FINAL CONNECTIONS
AN EXISTING BUILDING OF THIS AGE AND TYPE.
TO EQUIPMENT AND ALL OTHER ROTATING AND VIBRATING EQUIPMENT, MAXIMUM
E.
THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL TOOLS, EQUIPMENT, LABOR,
LENGTH OF 3'-0".
ETC. IN ORDER TO ACCOMPLISH THE DEMOLITION PORTION OF THE PROJECT.
N.
FLEXIBLE METAL CONDUIT, MINIMUM SIZE 3/8", SHALL ONLY BE USED FOR FINAL
F.
THE DEMOLITION OF CERTAIN AREAS OF THE EXISTING BUILDING SHALL BE
TO
PERFORMED BY THE GENERAL CONTRACTOR. IT SHALL BE THE ELECTRICAL
CONNECTION LIGHTING FIXTURES, MAXIMUM LENGTH OF 6'-0".
CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE GENERAL CONTRACTOR
0.
PROVIDE PULL BOXES, SUCH THAT NO SINGLE CONDUIT RUN HAS BENDS IN
TO DIFFERENTIATE THE SCOPE OF WORK BETWEEN SEPARATE TRADES.
EXCESS OF 360°. PULL BOXES SHALL BE SUITABLE AND APPROVED FOR THE
INTENDED USE. WHERE CONDUITS PASS UNDER PAVED AREAS, THEY SHALL BE
RGS.
P.
ALL CONDUIT BENDS/ELBOWS EMERGING FROM UNDERGROUND SHALL BE IMC AND
SHALL EXTEND A MINIMUM OF 18" BELOW GRADE.
1
ELECTRICAL
SPECIFICATIONS
NO
SCALE
THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A. ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A. IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2018, ALL RIGHTS RESERVED.
14
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engineering
1927 South Tryon St., Suite 300, Charlotte NC 28203
150 Fayetteville St., Suite 520, Raleigh, NC 27601
Phone: [phone] • www.optimaengineering.com
North Carolina License Number C-0914
Morris -Berg
A R C HI T E C T S
6101 CARNEGIE BOULEVARD, SUITE 101 CHARLOTTE NC 282094641
[phone] FAX [phone]
•
TIMMONS GROUP
YOUR VISION AGHIEVFD THROUGH OURS.
610 EAST MOREHEAD STREET, STE. 250
CHARLOTTE, NORTH CAROLINA 28202
CONSTRUCTION
DOCUMENTS
ISSUE DATE: AUG. 28, 2019
REVISIONS
NUM. DATE DESCRIPTION:
L•J
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PROJECT 1501
NUMBER
SHEET TITLE
ELECTRICAL
SPECIFICATIONS
SHEET NUMBER
E002
SUB -PROJECT
Optima # 17-0397

1\
ai)EELLECTRICAL SITE PLAN
1 = 20'_0„
GENERAL NOTES:
A. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS
PRIOR TO CONSTRUCTION.
B. LIGHTING FIXTURES ARE NEW UNLESS OTHERWISE NOTED.
KEYED NOTES: O
1. CONTRACTOR SHALL RELOCATE EXISTING LIGHT FIXTURE AND
POLE TO NEW LOCATION AS SHOWN. CONTRACTOR SHALL
FIELD VERIFY EXISTING LOCATION AND EXTEND ALL
CONDUCTORS, CONDUITS, ETC. AS REQUIRED. RE—USE
EXISTING CIRCUITING. CONTRACTOR SHALL PROVIDE NEW POLE
BASE AS REQUIRED, REFER TO DETAIL.
2. CONNECT NEW LIGHTING TO EXISTING CIRCUIT 'IL -31,33'.
CONTRACTOR SHALL FIELD VERIFY EXISTING LOADS PRIOR TO
ADDING NEW LOAD. TOTAL LOAD AFTER ADDITION OF NEW
LOAD SHALL NOT EXCEED 7680W. CONNECT NEW LIGHTING TO
EXISTING CONTROLS FOR THIS CIRCUIT.
3. STUB—OUT (1) 1.25" CONDUIT FOR FUTURE SECURITY
CAMERA, AND (1) 1" CONDUIT FOR FUTURE POWER.
COORDINATE EXACT ROUTING AND STUB LOCATION WITH
OWNER. CAP AND SEAL CONDUIT UNDERGROUND.
LECTRICAL ABBREVIATIONS:
2M = EXISTING TO REMAIN
-R = EXISTING TO BE RELOCATED
THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A. ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A. IS EXPRESSLY FORBIDDEN. COPYRIGHT© OPTIMA ENGINEERING P.A. 2018, ALL RIGHTS RESERVED.
Morris -Berg
• A R C H IT E C T S
• . 1ma
6101 CARNEGIE BOULEVARD, SUITE 101 CHARLOTTE NC 282094641
[phone] FAX [phone]
engineering .,...�
1927 South Tryon St., Suite 300, Charlotte NC 28203
150 Fayetteville St., Suite 520, Raleigh, INC 27601 T I M M O N S GROUP
Phone: [phone] • www.optimaengineering.com
North Carolina License Number C-0914 YOUR VISION ACHIEVED THROUGH OURS.
610 EAST MOREHEAD STREET, STE. 250
CHARLOTTE, NORTH CAROLINA 28202
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ISSUE DATE: AUG. 28, 2019
REVISIONS
NUM. DATE DESCRIPTION:
the
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PROJECT 1501
NUMBER
SHEET TITLE
ELECTRICAL SITE
PLAN
SHEET NUMBER
E1 01
SUB -PROJECT
Optima # 17-0397
II
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THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A. ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A. IS EXPRESSLY FORBIDDEN. COPYRIGHT© OPTIMA ENGINEERING P.A. 2018, ALL RIGHTS RESERVED.
Morris -Berg
• A R C H IT E C T S
• . 1ma
6101 CARNEGIE BOULEVARD, SUITE 101 CHARLOTTE NC 282094641
[phone] FAX [phone]
engineering .,...�
1927 South Tryon St., Suite 300, Charlotte NC 28203
150 Fayetteville St., Suite 520, Raleigh, INC 27601 T I M M O N S GROUP
Phone: [phone] • www.optimaengineering.com
North Carolina License Number C-0914 YOUR VISION ACHIEVED THROUGH OURS.
610 EAST MOREHEAD STREET, STE. 250
CHARLOTTE, NORTH CAROLINA 28202
�C
000
(DC
?�oF ESS/pN .'/
9•
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SEAL -
2 4
� '•ENGINE • `'
CONSTRUCTION
DOCUMENTS
ISSUE DATE: AUG. 28, 2019
REVISIONS
NUM. DATE DESCRIPTION:
the
�J
PROJECT 1501
NUMBER
SHEET TITLE
ELECTRICAL SITE
PLAN
SHEET NUMBER
E1 01
SUB -PROJECT
Optima # 17-0397