HomeMy WebLinkAboutWPO201900067 Plan - VSMP 2021-04-01DATE: 4.01.21SITEPROJECT NOTES:LOCATION MAPSCALE: N.T.S.PROJECT NOTES:DEVELOPER:W4 Development2500 Daniell's Bridge RoadBuilding 200, Suite 3AAthens, Georgia 30606Contact: Greg DeBackerTel. (706) 548-1151ENGINEER:Carter Engineering Consultants, Inc.3651 Mars Hill Road - Suite 2000Watkinsville, GA 30677Contact: Jeff Carter, P.E.jeff@carterengineering.netTel. 770-725-1200www.carterengineering.net F: 770-725-1204 P: 770-725-1200 Watkinsville, GA 30677 Suite 20003651 Mars Hill RoadCarter Engineering Consultants, Inc.REV. NO.DESCRIPTIONDATESHEET NO.SITE PLANDESCRIPTIONCOVER SHEETSHEET INDEXREVISION BLOCK24-HOUR CONTACT: 12100 RIO HILL CENTERCHARLOTTESVILLE, ALBEMARLE COUNTYVIRGINIA 22901-TAX MAP AND PARCEL NUMBER: 04500-00-00-093C0INITIAL SITE PLAN NUMBER: SDP201900052VSMP PLAN # WPO201900067RIO MAGISTERIAL DISTRICTJANUARY 30, 2020EXISTING CONDITIONS & DEMO PLAN23467891012PHASE 1 EROSION CONTROL PLAN1ARCHITECTURAL REVIEW BOARD SUBMITTAL07/05/19EROSION CONTROL DETAILSCONSTRUCTION NOTES:1.THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE PROJECT,READY TO USE, AND ALL ITEMS NECESSARY FOR A COMPLETE AND WORKABLE JOB SHALL BEFURNISHED AND INSTALLED. ANY DISCREPANCY SHALL BE IMMEDIATELY REPORTED TO THEOWNER OR HIS REPRESENTATIVE.2.NOTIFY THE INSPECTOR OF THE LOCAL GOVERNING AUTHORITY 24 HOURS BEFORE EVERYPHASE OF CONSTRUCTION.3.ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES. ALLNECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR, AT HISEXPENSE, UNLESS ALREADY OBTAINED BY THE OWNER.4.THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALLUNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBING CURBING,PAVING, AND ALL OTHER UTILITIES.5.THE EXISTING UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THEREMAY BE OTHER UTILITIES NOT SHOWN ON THESE DRAWINGS. THE UTILITIES SHOWN ARETHOSE LOCATED BY THE SURVEYOR OF RECORD. THE ENGINEER ASSUMES NORESPONSIBILITY FOR THE LOCATION OF THE UTILITIES SHOWN. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THELIMITS OF WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALLBE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.6.DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT PRIOR CONSENT OF THEENGINEER AND THE MUNICIPALITY MAY CAUSE FOR THE WORK TO BE UNACCEPTABLE.7.ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE AUTHORIZEDBY THE OWNER.8.THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUNDTHE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOILEROSION.9.ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THEENTIRE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE BEST RECOGNIZEDTRADE PRACTICES.10.THE CONTRACTOR SHALL PROVIDE SHEETING AND SHORING FOR ALL TRENCHCONSTRUCTION IN ACCORDANCE WITH OSHA GUIDELINES.11.ALL PIPE LENGTHS SHOWN ARE TO THE CENTERLINE OF THE STRUCTURES UNLESSSPECIFICALLY NOTED.12.PIPES (STORM AND SANITARY SEWER) SHALL BE LAID ON SMOOTH, CONTINUOUS GRADESWITH NO VISIBLE BENDS AT THE JOINTS.13.BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMREQUIRED FOR RELATIVELY DRY STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALLBE REQUIRED FOR ROCK TRENCHES TO PROVIDE SUCH ADDITIONAL BEDDING AS REQUIREDTO PROPERLY CONSTRUCT WORK.14.ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE METAL RING AND COVER FORACCESS.15.ALL ANGLES SHOWN ARE 90 DEGREES UNLESS SHOWN OTHERWISE.16.ALL GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL VERIFY DIMENSIONS,GRADES, AND EXISTING ELEVATIONS PRIOR TO CONSTRUCTION.17.CONCRETE CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS SHOWN ONPLANS. MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION AND WORKMANSHIPSHALL CONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS.18.ALL CONCRETE SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AFTER 28 DAYS, WITH AMAXIMUM SLUMP OF FOUR (4) INCHES, UNLESS SPECIFIED OTHERWISE.19.ALL EXPOSED CONCRETE SHALL HAVE A FINE HAIR BROOMED FINISH.20.PARKING AND DRIVEWAY BASE COURSE AND ASPHALTIC CONCRETE SURFACE AND PRIMEMATERIALS, EQUIPMENT, METHODS FOR CONSTRUCTION AND WORKMANSHIP SHALLCONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS.21.CONTRACTOR TO FIELD VERIFY ALL STORM, SANITARY, WATER AND OTHER UTILITIESLOCATIONS AND INVERTS PRIOR TO INSTALLATION OF ANY UTILITIES. NOTIFY ENGINEERPRIOR TO PROCEEDING WITH ANY WORK IF DISCREPANCIES FOUND.22.THE USE OF CONCRETE THRUST BLOCKS FOR THE INSTALLATION OF WATER MAINS ISSTRICTLY PROHIBITED. PRESSURE PIPE FITTINGS AND OTHER ITEMS REQUIRING RESTRAINTSHALL BE RESTRAINED USING METHODS SPECIFIED IN SECTION 3.8 OF THE CITY'STECHNICAL STANDARD SPECIFICATIONS. THE PREFERRED METHOD OF RESTRAINT ISTHROUGH THE USE OF "MEGA-LUGS" OR "MJR" DEVICES.23.ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.EARTHWORK SPECIFICATIONS:CLEARING AND GRUBBING·CLEARING AND GRUBBING SHALL CONSIST OF CLEARING THE SURFACE OF THEGROUND OF THE DESIGNATED AREAS OF ALL TREES, LOGS, SNAGS, BRUSH,UNDERGROWTH, HEAVY GROWTH OF GRASS, WEEDS, FENCE STRUCTURES, DEBRISAND RUBBISH OF ANY NATURE, NATURAL OBSTRUCTIONS SUCH AS OBJECTIONABLESOIL MATERIAL UNSATISFACTORY FOR FOUNDATIONS. IT SHALL ALSO CONSIST OFGRUBBING OF STUMPS, ROOTS FOUNDATIONS AND DISPOSAL OF ALL SUCHMATERIAL. ALL HOLES REMAINING AFTER THE GRUBBING OPERATION INEMBANKMENT AREAS AND IN EXCAVATION AREAS LESS THAN TWO (2) FEET INDEPTH, SHALL HAVE SIDES BROKEN DOWN AND LEVELED IF NECESSARY TO FLATTENOUT SLOPES, REFILLED WITH ACCEPTABLE MATERIAL THAT IS PROPERLYCOMPACTED IN LAYERS BY TAMPERS, ROLLERS OR CONSTRUCTION EQUIPMENT.·BURNING ON SITE IS NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE LOCALGOVERNING AUTHORITIES HAVING JURISDICTION.EXISTING TREES OUTSIDE OF GRADING LIMITS LINE:·TREES AND VEGETATION TO BE SAVED SHALL BE PROTECTED FROM DAMAGE BY AFENCE BARRICADE PRIOR TO, OR DURING, CLEARING OPERATIONS. TREES TO BEREMOVED FROM THE AREA OUTSIDE THE LIMITS OF GRADING OR FROMSPECIFICALLY DESIGNATED AREAS WITHIN THE CONSTRUCTION AREAS. IF, IN THEOPINION OF THE ENGINEER, A CONTRACTOR DAMAGES A TREE NOT TO BE REMOVED,THE CONTRACTOR WILL BE FINED A PREDETERMINED AMOUNT FOR EACH DAMAGEDTREE. THE CONTRACT SHALL ALSO BE RESPONSIBLE FOR ALL COSTS ASSOCIATEDIN REMOVING THE DAMAGED TREE FROM THE SITE.FILL:·ALL VEGETATION SUCH AS ROOTS, BRUSH, HEAVY GROWTH OF GRASS, TOPSOIL,ALL DECAYED VEGETABLE MATTER, RUBBISH, AND OTHER UNSUITABLE MATERIALWITHIN THE AREA UPON WHICH FILL IS TO BE PLACED SHALL BE STRIPPED OR BEOTHERWISE REMOVED BEFORE THE FILL OPERATION IS STARTED. IN NO CASESHALL UNSUITABLE MATERIAL REMAIN IN OR UNDER THE FILL AREA. SLOPEDGROUND SURFACE STEEPER THAN ON VERTICAL TO FOUR HORIZONTAL, ON WHICHFILL IS TO BE PLACED, SHALL BE PLACED, STEPPED OR BENCHED IN SUCH A MANNERTHAT THE FILL TO BE PLACED SHALL BE 97 PERCENT OF THE MAXIMUM LABORATORYDRY DENSITY ACCORDING TO STANDARD PROCTOR (AASHTO T99, ASTM D-698).MOISTURE CONTENT SHALL BE WITHIN 3 PERCENT OF THE OPTIMUM MOISTURECONTENT. PROOF ROLL THE AREAS TO BE FILLED OR ON WHICH STRUCTURES ARETO BE PLACED. A LOADED DUMP TRUCK OR OTHER RUBBER TIRED EQUIPMENTSHALL BE USED FOR PROOF ROLLING. OVERLAPPING PASSES OF A VEHICLESSHOULD BE MADE ACROSS THE SITE IN ONE DIRECTION AND THEN PERPENDICULARTO THE ORIGINAL DIRECTION OF ROLLING.·ANY YIELDING, PUMPING OR SOFT AREAS SHOULD BE CUT OUT AND REPLACED WITHFILL COMPACTED AS DESCRIBED HEREIN.·THE PROPOSED FILL SHOULD BE LIMITED TO SOILS CLASSIFIED IN ACCORDANCEWITH ASTM D-2487 AS GM, GC, SW, SM, SC, ML AND CL. SOIL CLASSIFIED AS PT, OH,OL, CH AND MH ARE NOT SATISFACTORY AS COMPACTED FILL.·FILLS AND EMBANKMENTS SHALL BE CONSTRUCTED AT THE LACTATIONS AND TOTHE LINES AND GRADES INDICATED ON CONSTRUCTION PLANS. THE SLOPE SHALLNOT EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (3 FOOT HORIZONTAL TO 1FOOT VERTICAL IN THE PUBLIC RIGHT OF WAY). THE COMPLETED FILL SHALLCORRESPOND TO THE SHAPE OF THE TYPICAL SECTIONS INDICATED ON THECONSTRUCTION PLANS. MATERIAL REMOVED FROM THE EXCAVATION SHALL BEUSED IN FORMING THE FILL. FILL MATERIAL SHALL BE REASONABLY FREE FROMROOTS, OTHER ORGANIC MATERIAL, TRASH AND STONES HAVING MAXIMUMDIMENSIONS GREATER THAN 6 INCHES (4 INCHES IN TRENCHES FOR UTILITIES). NOFROZEN MATERIAL WILL BE PERMITTED IN THE FILL. STONES HAVING A MAXIMUMDIMENSION OF 4 INCHES WILL NOT BE PERMITTED IN THE UPPER SIX INCHES OF FILLOR EMBANKMENT OR UTILITY TRENCH. THE MATERIAL SHALL BE PLACED INSUCCESSIVE HORIZONTAL LAYERS NOT MORE THAN 8 INCHES THICK, UNLESSOTHERWISE NOTED, IN LOOSE DEPTH FOR THE WIDTH OF THE CROSS-SECTION ANDSHALL BE COMPACTED TO AT LEAST 97 PERCENT OF THE MAXIMUM LABORATORYDRY DENSITY ACCORDING TO STANDARD PROCTOR (ASTM D-698, AASHTO T-99).MOISTURE SHALL BE WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. THETOP 12 INCHES OF THE PAVING, PARKING AND/OR ROADWAY SUB-GRADE SHALL BECOMPACTED TO 97 PERCENT OF THE MAXIMUM DRY DENSITY (STANDARD PROCTOR).EACH LIFT SHALL BE ROLLED WITH A VIBRATORY ROLLER, A SHEEPSFOOT ROLLER,OR A LOADED RUBBER TIRED DUMP TRUCK, SCRAPER OR LOADER. IF THE SOIL ISTOO DRY, A WATER TRUCK WITH SPREADER BAR OR SPRAY HOSE SHALL BE USEDTO BRING THE SOIL TO THE PROPER MOISTURE RANGE. THE WATER SHALL BETHOROUGHLY AND PROPERLY MIXED WITH THE SOIL PRIOR TO COMPACTION.·STORM DRAIN PIPES SHALL BE PLACED ON FIRM BOTTOM AND HAND TAMPED TOSAFE UP THE PIPE. A CUSHION OF SOIL SHALL BE TAMPED ABOVE THE CROWN OFTHE PIPE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONSSO THAT THE HEAVIER COMPACTION EQUIPMENT CAN THEN BE USED TO BRING THESOIL TO A DENSITY AS DESCRIBED ABOVE FOR FILL AREAS.·IF SOILS INVESTIGATION REPORT IS PROVIDED, THEN FOLLOW THERECOMMENDATIONS OF THE REPORT IF THEY EXCEED THE RECOMMENDATIONS OFTHESE SPECIFICATIONS.TOPSOIL:·UNLESS OTHERWISE SPECIFIED, AREAS DESIGNATED FOR GRADING OPERATIONSTHAT CONTAIN A BLANKET OF TOPSOIL SHALL BE STRIPPED AND PLACED INCONVENIENT STOCKPILES FOR LATER USE AS A TOPSOIL BLANKET ON THE NEWGRADED AREAS SPECIFIED HEREIN, OR AS DESIGNATED. TOPSOIL SHALL BESTRIPPED FROM ALL AREAS DESIGNATED TO RECEIVE FILL. THE STRIPPING OFMATERIAL FOR TOPSOIL SHALL BE CAREFULLY DETERMINED AND ONLY THEQUANTITY REQUIRED SHALL BE STOCKPILED. MATERIAL STOCKPILED SHALL BESTORED IN A SATISFACTORY MANNER TO AFFORD PROPER DRAINAGE. WHENGRADING OPERATIONS PERMIT, INSTEAD OF STOCKPILING, THE TOPSOIL SHALL BEHAULED AND SPREAD DIRECTLY ON THE AREAS DESIGNATED TO RECEIVE TOPSOIL.ROCK EXCAVATION:·IF ROCK IS ENCOUNTERED, CLEAR AWAY EARTH TO EXPOSE MATERIAL. NOTIFYOWNER AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO EXCAVATION. REMOVEROCK TO A DEPTH OF 6 INCHES BELOW AND 8 INCHES ON EACH SIDE OF PIPES INTRENCHES. A MEASUREMENT OF EXTENT OF ROCK TO BE REMOVED SHALL BE MADE.ROCK EXCAVATION SHALL BE PAID FOR IN ACCORDANCE WITH AGREEMENT WITHTHE OWNER.Greg DeBacker (706) 548-1151Project Tract = 1.05 acresDisturbed area = 0.99 acresTotal Impervious Area = 0.66 acresProject Site Location: Lat 38.087836° Long -78.471183°11PROJECT LOCATIONSTANDARD DETAILSADA DETAILSLANDSCAPE PLANADA ACCESS PLANLANDSCAPE DETAILSW4 DEVELOPMENTCLIENTUTILITY PLANW4 DEVELOPMENTCAR WASH5GRADING PLAN2SITE DEVELOPMENT PLAN REVIEW08/21/19SIGNATURE PANEL:DEPARTMENT OF COMMUNITY DEVELOPMENT:PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUEALBEMARLE COUNTY SERVICE AUTHORITYVIRGINIA DEPARTMENT OF TRANSPORTATION DATE:WATERSHED NOTE:THE PROPERTY IS LOCATED IN THE IN THE SOUTH FORK RIVANNA WATERSHED WHICH ISNOT A WATER SUPPLY WATERSHED, HOWEVER THIS INFORMATION MUST BE NOTED ONTHE PLAN. 3VSMP/WPO COMMENTS11/11/196.1PHASE 2 EROSION CONTROL PLANSTORMWATER CALCULATIONS AND PROFILES134ADDRESS COMMENTS12/16/195VSMP ADDRESS COMMENTS01/21/206ARCHITECTURAL ADDRESS COMMENTS01/30/20OUTDOOR LIGHTING PLAN14SITE PLAN NUMBER: SDP202000021OWNER:W4 Properties Charlottesville, LLCP.O.Box 42Bogart, Georgia 30622Contact: Justin HendleyTel. (404) 219-83317ADDRESS COMMENTS06/22/20EQUIPMENT SAMPLESE100B14.1EQUIPMENT SAMPLESLIGHTING CUT SHEETS9.1STANDARD DETAILS8ADDRESS COMMENTS01/06/21SITE PLAN CANOPY DETAIL3.1902/09/21VSMP ADDRESS COMMENTSVSMP PLAN # WPO201900067SWMP-1STORMWATER MANAGEMENT PLANSWMP-2STORMWATER MANAGEMENT PLANSWMP-3STORMWATER MANAGEMENT PLANAPPROVEDby the Albemarle CountyCommunity Development DepartmentDate____________________________File_____________________________04/01/21WPO201900067
REVISION BLOCK:
DESCRIPTIONDATE#Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204www.carterengineering.netENGINEERINGCONSULTANTSCARTERSHEET TITLE:PROJECT NAME:DATE:SHEET NUMBER:PROJECT NUMBER:19016W4D02/12/20SITE DEVELOPMENT PLANS
for
2W4 DEVELOPMENT
2100 RIO HILL CENTER, CHARLOTTESVILLE, VIRGINIAW4 DEVELOPMENTCHARLOTTESVILLE, VIRGINIA11/15/19 ADDRESS COMMENTS3
12/16/19 ADDRESS COMMENTS4DATE: 4.01.215 01/21/20 VSMP ADDRESS COMMENTS
01/30/20 ARCHITECTURAL ADDRESS COMMENTS6
06/22/20 ADDRESS COMMENTS7
01/06/21 ADDRESS COMMENTS8
02/09/219 VSMP ADDRESS COMMENTSSCT RIO HILL, LLC,C/O ROSENTHAL PROPERTIESTM# 04500-00-00-094A0DB 4134, PG 199ZONING: PD-SCPRESENT USE: SHOPPING CENTEREXISTING TREE TO BE REMOVED (TYPICAL)EXISTING ASPHALT PARKING LOT AND CURBAND GUTTER TO BE DEMOLISHED ANDREMOVED.EXISTING STRUCTURE TO BE DEMOLISHED ANDREMOVED. DISPOSE OF IN APPROVED LANDFILL.EXISTING SIGN AND LANDSCAPE. DEMOLISH ANDREMOVE (DISPOSE OF IN AN APPROVED LANDFILL)EXISTING LANDSCAPE TO BE REMOVED (TYPICAL)EXISTING LIGHT POLE TO BE REMOVED.REMOVE LINES AS NECESSARY (TYPICAL)EXISTING TREE LINE TOBE REMOVEDEXISTING 1" WATER METER TO REMAINEXISTING UNDERGROUND GAS LINE TO BEREMOVED.EXISTING SIDEWALK TO BE REMOVED (TYPICAL)SITEUNDERGROUND UTILITIES DISCLAIMERInformation regarding the reputed presence, size, character and location of existingunderground utilities and structures related to underground utilities is shownheron. There is no certainty of the accuracy of this information and it shall beconsidered in that light by those using this drawing. The location and arrangementof underground utilities and structures related to underground utilities shownhereon may be inaccurate and utilities and structures related to undergroundutilities not shown may be encountered. The owner, his employees, his consultantsand his contractors shall hereby distinctly understand that the surveyor is notresponsible for the correctness or sufficiency of this information regarding theunderground utilities and structures related to underground utilities shown hereon.PROJECT NOTES:DEVELOPER:W4 Development2500 Daniel's Bridge RoadBuilding 200, Suite 3AAthens, GA 30606Contact: Greg DeBackerPhone: (706) 548-1151ENGINEER:Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677Contact: Jeff Carter, P.E.Tel. (770) 725-1200jeff@carterengineering.netProperty Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901Tax Map and Parcel No.: 04500-00-00-093C0Conditional Approval: SDP201900052 , ZMA 1987 - 00007 andSDP 1988- 00001Zoning: PD-SC (Planned Development Shopping Center)(Note: This parcel is subject to the following overlay districts: Airport ImpactArea, Entrance Corridor, and Managed Steep Slopes.)Setbacks: Building: 30-feet min Parking: 10-feet minProposed use:Carwash with associated utilities and parkingProposed Building Height20 FeetMaximum Building Height65 FeetProject Tract 1.05 acresDisturbed Area 0.99 acresBoundary and topographical Information obtained from field run survey by Hurt& Proffitt dated April 30, 2019. Phone (434) 847-7796Contour interval is 1 Feet (NAVD 88)F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006indicates that this property is located in "Zone X".The underground utilities shown hereon have been located from fieldinformation and existing drawings. The surveyor nor engineer warrants that theunderground utilities shown comprise all such utilities in the area, either inservice or abandoned. The surveyor nor engineer warrants that the undergroundutilities shown are in the exact location indicated. The surveyor nor engineer hasphysically located all the underground utilities.It is the responsibility of the contractor to field locate all utilities prior tocommencing work and notify engineer if a discrepancy is found.The contractor shall verify the invert elevations of all existing storm and sanitarysewer structures prior to commencement of storm and sanitary sewerconstruction.LOCATION MAPSCALE: N.T.S.OWNER:W4 Properties Charlottesville, LLCP.O.Box 42Bogart, Ga 30622Contact: Justin HendleyTel. (404) 219-8331DEMOLITION NOTES:1.THE LOCATIONS OF ALL EXISTING FACILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINEDFROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THECONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIORTO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITYCOMPANIES FOR ON SITE LOCATIONS OF EXISTING UTILITIES.2.THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION AND EQUIPMENTREQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING CURB AND SIGNS ASSHOWN ON THE DRAWINGS AND DESCRIBED HEREIN.A.DEMOLITION AND REMOVAL OF EXISTING ON SITE ASPHALT, CONCRETE PAVING, ANDCURBING TO DEMOLITION LINE SHOWN.3.ALL EXISTING CURB AND SIGNS INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BEDEMOLISHED AND REMOVED BY THE CONTRACTOR. REMOVE NO STRUCTURESUBSTANTIALLY AS A WHOLE. DEMOLISH COMPLETELY ON THE PREMISES.4.ALL EXISTING SEWERS, PIPING, UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACTLOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTINGCONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVENOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALLSERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK.5.PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTETHE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY AND PREVENTINTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS. STREETS ANDSIDEWALKS SHALL NOT BE BLOCKED BY DEBRIS AND EQUIPMENT.6.CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IFANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING THEDEMOLITION/EXCAVATION PROCESS.7.DISPOSALA.REMOVE AND LEGALLY DISPOSE OF ALL OTHER RUBBISH, RUBBLE, AND DEBRIS. COMPLYWITH ALL APPLICABLE LAWS AND REGULATIONS GOVERNING DISPOSAL OF WASTE ANDDEBRIS. THE LOCATION OF THE APPROVED SITE MUST BE INCLUDED IN THE SWPPP BOOK.8.PAVEMENT REMOVALA.WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAW-CUT THE SURFACING LEAVING AUNIFORM AND STRAIGHT EDGE WITH A MINIMUM OF DISTURBANCE TO THE REMAININGADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW-CUTSURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION.B.WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY ORVALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING BOXCULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCTURES, SAIDPAVEMENT, ETC., SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITIONTHAN THE ORIGINAL, CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS,EQUIPMENT, TOOLS, SUPPLIES, AND OTHER EQUIPMENT AS REQUIRED.9.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALLTIMES DURING DEMOLITION OF THE EXISTING FACILITIES.10.PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIREDPERMITTING FOR DEMOLITION FROM RESPONSIBLE REGULATIONS AND FULLYACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCINGDEMOLITION WORK.11.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITIONREQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THECONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATIONWITHIN THESE DOCUMENTS: ALL DISCREPANCIES AND/OR OMISSIONS SHALL BE BROUGHTTO THE ATTENTION OF THE ENGINEER PRIOR TO BID SUBMITTAL.12.CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THAT AREA DELINEATED IN THEDRAWING, ALL OTHER EXIST. UTILITIES INCLUDING: STORM DRAINAGE, GAS, ELECTRIC,TELEPHONE, AND WATER & SEWER SHALL BE PRESERVED & PROTECTED.13.CARE SHOULD BE TAKEN WHEN REMOVING TREES WITHIN THE ACSA EASEMENT TO PREVENTDAMAGE TO THE WATER MAIN.EXISTINGCONDITIONS &DEMO PLAN10'20'60'40'GRAPHIC SCALE0GRAPHIC SCALESCALE 1" = 20'20'Know what's belowCall before you digdial 811TRUE NORTH
SCT RIO HILL, LLC,C/O ROSENTHAL PROPERTIESTM# 04500-00-00-094A0DB 4134, PG 199ZONING: PD-SCPRESENT USE: SHOPPING CENTER30 VAC-BOOMPARKING SPACESPROPOSED DUMPSTERENCLOSURE WITH HEAVY DUTYDUMPSTER CONCRETE PAD.8(2) 12' X 18' H/C CONC.PARKING SPACE W/ 5' WIDESTRIPED UNLOADING7'-0" CONCRETE SIDEWALKAUTO SENTRY AND GATECONCRETE ISLAND (TYP.)19'28'19'19'27'12'19'28'19'MOVEABLE BOLLARD ORTRAFFIC CONE (TYPICAL)16'24'24'310PROPOSED RETAINING WALLMAX HEIGHT= 3'VAC PRODUCER12.0'2 EA VAC PRODUCERVAC PRODUCER4430'r15'r125' 4"(3) EMPLOYEE PARKINGCONCRETEPAVEMENTCONCRETECONCRETE20'PROPOSED DIRECTIONALARROW (TYP.).PROPOSED DIRECTIONALARROWS (TYP.).PROPOSED DIRECTIONALARROWS (TYP.).3' r15' r12'r3'r3'r12'r12'r3'r3'r3'r3'r12'r5'r15'r3'r15'r10'r2'r3'r12.5'r30'rH/C RAMP TYPE I (TYP)LEVEL LANDING AREAVAC-BOOM CANOPY (TYP.)9'9'PROPOSED RETAINING WALLMAX HEIGHT= 3'PROPOSED CARWASH4,231 S.F.F.F.E. = 492.0012'23'r3'rCONCRETEPAVEMENTCONCRETEPAVEMENT31'H/C RAMP TYPE 1 (TYP)16'H/C RAMPCG-6 CURB ANDGUTTER (TYP.).CG-6 CURB ANDGUTTER (TYP.).CG-6 CURB ANDGUTTER (TYP.).CG-6 CURB ANDGUTTER (TYP.).13'20'33'PROPOSED SIGN(APPROVED BY SEPARATEPERMIT ONLY)14' CONCRETESHARED USE PATH10' CONCRETE SHARED
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TYPE C-12 RAMP(SEEDETAILS)LEVEL LANDING AREALEVEL LANDING AREALEVEL LANDING AREALEVEL LANDING AREA8'14'15'EXISTING SIGN TO BERELOCATED21' 8"125' 4"12' 8"10'rVAC PRODUCERREVISION BLOCK:
DESCRIPTIONDATE#Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204www.carterengineering.netENGINEERINGCONSULTANTSCARTERSHEET TITLE:PROJECT NAME:DATE:SHEET NUMBER:PROJECT NUMBER:19016W4D02/12/20SITE DEVELOPMENT PLANS
for
3W4 DEVELOPMENT
2100 RIO HILL CENTER, CHARLOTTESVILLE, VIRGINIAW4 DEVELOPMENTCHARLOTTESVILLE, VIRGINIA11/15/19 ADDRESS COMMENTS3
12/16/19 ADDRESS COMMENTS4DATE: 4.01.215 01/21/20 VSMP ADDRESS COMMENTS
01/30/20 ARCHITECTURAL ADDRESS COMMENTS6
06/22/20 ADDRESS COMMENTS7
01/06/21 ADDRESS COMMENTS8
02/09/219 VSMP ADDRESS COMMENTS SITESITE DATASite Information:Total Tract Area= 45,787 sf1.05 ac (100.00%)Existing Impervious Area= 19,002 sf0.44 ac(43.62%)Existing Landscape Area= 26,785 sf0.61 ac(56.38%)Total Impervious Coverage= 28,611 sf0.66 ac(62.49%)Structure Coverage= 3,739 sf0.09 ac(08.17%)Vehicular Coverage= 22,291 sf0.51 ac (48.68%)Pedestrian Coverage= 2,500 sf0.06 ac(05.46%)Proposed Landscape Area= 17,176 sf0.39 ac (37.51%)Total Coverage Area= 28,611 sf0.66 ac (62.49%)UNDERGROUND UTILITIES DISCLAIMERInformation regarding the reputed presence, size, character and location of existingunderground utilities and structures related to underground utilities is shownheron. There is no certainty of the accuracy of this information and it shall beconsidered in that light by those using this drawing. The location and arrangementof underground utilities and structures related to underground utilities shownhereon may be inaccurate and utilities and structures related to undergroundutilities not shown may be encountered. The owner, his employees, his consultantsand his contractors shall hereby distinctly understand that the surveyor is notresponsible for the correctness or sufficiency of this information regarding theunderground utilities and structures related to underground utilities shown hereon.PROJECT NOTES:DEVELOPER:W4 Development2500 Daniel's Bridge RoadBuilding 200, Suite 3AAthens, GA 30606Contact: Greg DeBackerPhone: (706) 548-1151ENGINEER:Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677Contact: Jeff Carter, P.E.Tel. (770) 725-1200jeff@carterengineering.netProperty Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901Tax Map and Parcel No.: 04500-00-00-093C0Conditional Approval: SDP201900052 , ZMA 1987 - 00007 andSDP 1988- 00001Zoning: PD-SC (Planned Development Shopping Center)(Note: This parcel is subject to the following overlay districts: Airport ImpactArea, Entrance Corridor, and Managed Steep Slopes.)Setbacks: Building: 30-feet min Parking: 10-feet minProposed use:Carwash with associated utilities and parkingProposed Building Height20 FeetMaximum Building Height65 FeetProject Tract 1.05 acresDisturbed Area 0.99 acresBoundary and topographical Information obtained from field run survey by Hurt& Proffitt dated April 30, 2019. Phone (434) 847-7796Contour interval is 1 Feet (NAVD 88)F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006indicates that this property is located in "Zone X".The underground utilities shown hereon have been located from fieldinformation and existing drawings. The surveyor nor engineer warrants that theunderground utilities shown comprise all such utilities in the area, either inservice or abandoned. The surveyor nor engineer warrants that the undergroundutilities shown are in the exact location indicated. The surveyor nor engineer hasphysically located all the underground utilities.It is the responsibility of the contractor to field locate all utilities prior tocommencing work and notify engineer if a discrepancy is found.The contractor shall verify the invert elevations of all existing storm and sanitarysewer structures prior to commencement of storm and sanitary sewerconstruction.PARKING DATAParking Required:Requirement: One (1) space per each one hundred (100) square feet ofretail sales area for the first five thousand (5,000) square feet and one (1)space per each two hundred (200) square feet of retail sales area abovefive thousand (5,000) square feet. For purposes of this paragraph, 'retailsales area' shall be deemed to be (1) eighty (80) percent of the gross floorarea; or (2) at the request of the applicant, the actual retail sales floorarea as shown on floor plans submitted by the applicant delineating theactual retail sales area, which plans shall be binding as to the maximumretail sales area used.Retail Sales Area= 2,715 Square Feet (21' 8" x 125' 4")Required Parking= 27 Parking Spaces Required (2,715 / 100)Provided Parking= 29 Parking Spaces ProvidedHandicap Parking=2 Provided (2 Required)LOCATION MAPSCALE: N.T.S.OWNER:W4 Properties Charlottesville, LLCP.O.Box 42Bogart, Ga 30622Contact: Justin HendleyTel. (404) 219-8331SITE PLANTRUE NORTH10'20'60'40'GRAPHIC SCALE0GRAPHIC SCALESCALE 1" = 20'20'Know what's belowCall before you digdial 811SITE PLAN NOTES·Visibility of all mechanical equipment from the Entrance Corridor shall beeliminated.·Visible light transmittance (VLT) shall not drop below 40%. Visible lightreflectance (VLR) shall not exceed 30%.·Retaining walls greater than 3 feet in height require a separate building permit.Walls exceeding 4 feet in height require a stamped engineering design. Wallsrequire inspections as outlined in the USBC.·Accessible parking spaces and access isles shall not have a surface slopegreater than 1:48. Access isles shall be at the same level as the parking spacethey serve.·ALL water lines, sewer lines, and fire lines form the main to the structureMUST have a visual inspection performed by the building department.·All roof drains shall discharge in a manner not to cause a public nuisance andnot over sidewalks.·Building or structures built before January 1, 1985 must have an asbestossurvey performed in order to apply for a permit. Asbestos removal permits arerequired if positive for such. Contact VDOLI for additional requirements andpermits for demolition plan.·A knox box is required for the project structure and can be coordinated withthe local fire marshals office.HOURS OF OPERATION WILL BE 8a.m. to 8 p.m. IN SPRING AND SUMMER AND 8a.m.to 6 p.m. IN LATE FALL AND WINTER. ALL DELIVERIES WILL BE MADE AFTER HOURS,THEREFORE NO LOADING SPACE IS REQUIRED
SCT RIO HILL, LLC,C/O ROSENTHAL PROPERTIESTM# 04500-00-00-094A0DB 4134, PG 199ZONING: PD-SCPRESENT USE: SHOPPING CENTERPROPOSED JUNCTION BOX A-1PROPOSED PIPE No. 245 L.F. ~ 18" Ø HDPESLOPE = 5.0%PROPOSED PIPE No. 18 L.F. ~ 18" Ø HDPESLOPE = 5.0%EXISTING STORM DROP INLET A-0. LEAVEEXISTING STRUCTURE IN PLACE AND ADJUSTRIM VERTICALLY TO MATCH FINISH GRADE.RIM = 486.10EXISTING FL IN (SE) = 475.30PROPOSED FL IN (N) =480.26 PROPOSEDGRATE INLET A-2RIM: 489.50PROPOSED PIPE No. 466 L.F. ~ 18" Ø HDPESLOPE = 1.0%PROPOSED PIPE No. 552 L.F. ~ 18" Ø HDPESLOPE = 1.0%PROPOSEDCURB INLET A-5RIM: 490.70PROPOSED PIPE No. 391 L.F. ~ 18" Ø HDPESLOPE = 1.0%REFER TO DETAILS2,000 GAL.6" C.O.2,000 GAL.2,000 GAL.6" Ø PVC - SLOPE 1% MIN.6" C.O.1.5" DOMESTIC WATER METER WITHRPZ BACKFLOW PREVENTERPROPOSED 2" WATER TAPPROPOSED ELECTRICAL TRANSFORMER2" DOMESTIC WATER SERVICEPROPOSED UNDERGROUNDELECTRICAL SERVICEPROPOSEDGRATE INLET A-3RIM: 491.00750 GAL. OIL ANDWATER SEPARATOR(SEE DETAIL)SAMPLE MANHOLE(SEE DETAILS)PROPOSEDGRATE INLET A-4RIM: 491.00CLOSEST EXISTING FIRE HYDRANTAPPROXIMATELY 200' FROM THEPROPOSED BUILDING. ACCESSIBLEFROM THE PARKING LOT.PROPOSED CONNECTION INTOEXISTING SANITARY SEWERMANHOLE.I.E. = 485.3'6" C.O.6" C.O.2''W2''W2''W2''W2''W8" CONDUIT2" CONDUIT2" CONDUIT2" CONDUIT2"
CONDU
ITPROPOSED CARWASH4,231 S.F.F.F.E. = 492.00EXISTING GRATED DROP INLET TO BEREPLACED WITH A JUNCTION BOXTOP=486.25EXISTING FL IN (W) = 475.80PROPOSED FL IN (S) = 482.13PROPOSED GRATE INLET A-6RIM = 486.5PROPOSED PIPE No. 66 L.F. ~ 18" Ø HDPESLOPE = 2.0%PROPOSED GAS LINE2''W2''W2''W2''W2''W2''W2''W2''W2''Wlower water linebegin sta. 0+00lower water lineend sta. 1+21LOWER EXISTING WATER LINE TO MEET MINIMUM ACSA COVER OF 3.5'MEASURED FROM ESTABLISHED FINISHED GRADE TO THE TOP OF PIPEEXISTING WATER METER TO BEUTILIZED FOR IRRIGATIONWATER LINE RELOCATION TO BEWITHIN EXISTING EASEMENTWATER LINE RELOCATION TO BEWITHIN EXISTING EASEMENTLOWERED WATER LINE TO BE AMINIMUM OF 10' FROM PROPOSEDSTREET TREES. SEE LANDSCAPE PLANFOR LOCATION OF TREESREVISION BLOCK:
DESCRIPTIONDATE#Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204www.carterengineering.netENGINEERINGCONSULTANTSCARTERSHEET TITLE:PROJECT NAME:DATE:SHEET NUMBER:PROJECT NUMBER:19016W4D02/12/20SITE DEVELOPMENT PLANS
for
4W4 DEVELOPMENT
2100 RIO HILL CENTER, CHARLOTTESVILLE, VIRGINIAW4 DEVELOPMENTCHARLOTTESVILLE, VIRGINIA11/15/19 ADDRESS COMMENTS3
12/16/19 ADDRESS COMMENTS4DATE: 4.01.215 01/21/20 VSMP ADDRESS COMMENTS
01/30/20 ARCHITECTURAL ADDRESS COMMENTS6
06/22/20 ADDRESS COMMENTS7
01/06/21 ADDRESS COMMENTS8
02/09/219 VSMP ADDRESS COMMENTS SITEUNDERGROUND UTILITIES DISCLAIMERInformation regarding the reputed presence, size, character and location of existingunderground utilities and structures related to underground utilities is shownheron. There is no certainty of the accuracy of this information and it shall beconsidered in that light by those using this drawing. The location and arrangementof underground utilities and structures related to underground utilities shownhereon may be inaccurate and utilities and structures related to undergroundutilities not shown may be encountered. The owner, his employees, his consultantsand his contractors shall hereby distinctly understand that the surveyor is notresponsible for the correctness or sufficiency of this information regarding theunderground utilities and structures related to underground utilities shown hereon.PROJECT NOTES:DEVELOPER:W4 Development2500 Daniel's Bridge RoadBuilding 200, Suite 3AAthens, GA 30606Contact: Greg DeBackerPhone: (706) 548-1151ENGINEER:Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677Contact: Jeff Carter, P.E.Tel. (770) 725-1200jeff@carterengineering.netProperty Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901Tax Map and Parcel No.: 04500-00-00-093C0Conditional Approval: SDP201900052 , ZMA 1987 - 00007 andSDP 1988- 00001Zoning: PD-SC (Planned Development Shopping Center)(Note: This parcel is subject to the following overlay districts: Airport ImpactArea, Entrance Corridor, and Managed Steep Slopes.)Setbacks: Building: 30-feet min Parking: 10-feet minProposed use:Carwash with associated utilities and parkingProposed Building Height20 FeetMaximum Building Height65 FeetProject Tract 1.05 acresDisturbed Area 0.99 acresBoundary and topographical Information obtained from field run survey by Hurt& Proffitt dated April 30, 2019. Phone (434) 847-7796Contour interval is 1 Feet (NAVD 88)F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006indicates that this property is located in "Zone X".The underground utilities shown hereon have been located from fieldinformation and existing drawings. The surveyor nor engineer warrants that theunderground utilities shown comprise all such utilities in the area, either inservice or abandoned. The surveyor nor engineer warrants that the undergroundutilities shown are in the exact location indicated. The surveyor nor engineer hasphysically located all the underground utilities.It is the responsibility of the contractor to field locate all utilities prior tocommencing work and notify engineer if a discrepancy is found.The contractor shall verify the invert elevations of all existing storm and sanitarysewer structures prior to commencement of storm and sanitary sewerconstruction.LOCATION MAPSCALE: N.T.S.OWNER:W4 Properties Charlottesville, LLCP.O.Box 42Bogart, Ga 30622Contact: Justin HendleyTel. (404) 219-8331SCT RIO HILL, LLC,C/O ROSENTHAL PROPERTIESTM# 04500-00-00-094A0DB 4134, PG 199ZONING: PD-SCPRESENT USE: SHOPPING CENTERPROPOSED JUNCTION BOX A-1PROPOSED PIPE No. 245 L.F. ~ 18" Ø HDPESLOPE = 5.0%PROPOSED PIPE No. 18 L.F. ~ 18" Ø HDPESLOPE = 5.0%EXISTING STORM DROP INLET A-0. LEAVEEXISTING STRUCTURE IN PLACE AND ADJUSTRIM VERTICALLY TO MATCH FINISH GRADE.RIM = 486.10EXISTING FL IN (SE) = 475.30PROPOSED FL IN (N) =480.26 PROPOSEDGRATE INLET A-2RIM: 489.50PROPOSED PIPE No. 466 L.F. ~ 18" Ø HDPESLOPE = 1.0%PROPOSED PIPE No. 552 L.F. ~ 18" Ø HDPESLOPE = 1.0%PROPOSEDCURB INLET A-5RIM: 490.70PROPOSED PIPE No. 391 L.F. ~ 18" Ø HDPESLOPE = 1.0%REFER TO DETAILS2,000 GAL.6" C.O.2,000 GAL.2,000 GAL.6" Ø PVC - SLOPE 1% MIN.6" C.O.1.5" DOMESTIC WATER METER WITHRPZ BACKFLOW PREVENTERPROPOSED 2" WATER TAPPROPOSED ELECTRICAL TRANSFORMER2" DOMESTIC WATER SERVICEPROPOSED UNDERGROUNDELECTRICAL SERVICEPROPOSEDGRATE INLET A-3RIM: 491.00750 GAL. OIL ANDWATER SEPARATOR(SEE DETAIL)SAMPLE MANHOLE(SEE DETAILS)PROPOSEDGRATE INLET A-4RIM: 491.00CLOSEST EXISTING FIRE HYDRANTAPPROXIMATELY 200' FROM THEPROPOSED BUILDING. ACCESSIBLEFROM THE PARKING LOT.PROPOSED CONNECTION INTOEXISTING SANITARY SEWERMANHOLE.I.E. = 485.3'6" C.O.6" C.O.2''W2''W2''W2''W2''W8" CONDUIT2" CONDUIT2" CONDUIT2" CONDUIT2"
CONDU
ITPROPOSED CARWASH4,231 S.F.F.F.E. = 492.00EXISTING GRATED DROP INLET TO BEREPLACED WITH A JUNCTION BOXTOP=486.25EXISTING FL IN (W) = 475.80PROPOSED FL IN (S) = 482.13PROPOSED GRATE INLET A-6RIM = 486.5PROPOSED PIPE No. 66 L.F. ~ 18" Ø HDPESLOPE = 2.0%PROPOSED GAS LINE2''W2''W2''W2''W2''W2''W2''W2''W2''Wlower water linebegin sta. 0+00lower water lineend sta. 1+21LOWER EXISTING WATER LINE TO MEET MINIMUM ACSA COVER OF 3.5'MEASURED FROM ESTABLISHED FINISHED GRADE TO THE TOP OF PIPEEXISTING WATER METER TO BEUTILIZED FOR IRRIGATIONWATER LINE RELOCATION TO BEWITHIN EXISTING EASEMENTWATER LINE RELOCATION TO BEWITHIN EXISTING EASEMENTLOWERED WATER LINE TO BE AMINIMUM OF 10' FROM PROPOSEDSTREET TREES. SEE LANDSCAPE PLANFOR LOCATION OF TREESEXISTING GRADEFINISHED GRADEEND LOWERINGWATER LINE STA. 01+21BEGIN LOWERINGWATER LINE STA. 00+000+600+000+200+401+000+800-201+20 WATER PROFILESCALE: 1" = 20' H - 1" = 5' VLOWER EXISTINGWATER LINE TO MEETMINIMUM ACSA COVEROF 3.5' MEASUREDFROM ESTABLISHEDFINISHED GRADE TOTOP OF PIPE485.00490.00495.00500.00480.00505.00CONNECT TO EXISTINGWATER MAIN485.00490.00495.00500.00480.00505.003.50'CONNECT TO EXISTINGWATER MAIN3.50'UTILITY PLAN10'20'60'40'GRAPHIC SCALE0GRAPHIC SCALESCALE 1" = 20'20'Know what's belowCall before you digdial 811TRUE NORTHSITE PLAN NOTES·Visibility of all mechanical equipment from the Entrance Corridor shall beeliminated.·Visible light transmittance (VLT) shall not drop below 40%. Visible lightreflectance (VLR) shall not exceed 30%.·Retaining walls greater than 3 feet in height require a separate building permit.Walls exceeding 4 feet in height require a stamped engineering design. Wallsrequire inspections as outlined in the USBC.·Accessible parking spaces and access isles shall not have a surface slopegreater than 1:48. Access isles shall be at the same level as the parking spacethey serve.·ALL water lines, sewer lines, and fire lines form the main to the structureMUST have a visual inspection performed by the building department.·All roof drains shall discharge in a manner not to cause a public nuisance andnot over sidewalks.·Building or structures built before January 1, 1985 must have an asbestossurvey performed in order to apply for a permit. Asbestos removal permits arerequired if positive for such. Contact VDOLI for additional requirements andpermits for demolition plan.·A knox box is required for the project structure and can be coordinated withthe local fire marshals office.UTILITY NOTES·ANTICIPATED WATER USAGE63,750 GAL/ MONTH = 2,125 GAL/DAY (PEAK DEMAND 82 GPM)·SEWER AND WATER SERVICES TO THE BUILDING WILL NEED TO BEDISCONNECTED PRIOR TO ACSA APPROVAL OF THE DEMOLITION PERMIT.·EXISTING WATER METER TO BE UTILIZED FOR IRRIGATION
SCT RIO HILL, LLC,C/O ROSENTHAL PROPERTIESTM# 04500-00-00-094A0DB 4134, PG 199ZONING: PD-SCPRESENT USE: SHOPPING CENTER491.50491.50PROPOSED JUNCTION BOX A-1PROPOSED PIPE No. 245 L.F. ~ 18" Ø HDPESLOPE = 5.0%PROPOSED PIPE No. 18 L.F. ~ 18" Ø HDPESLOPE = 5.0%EXISTING STORM DROP INLET A-0. LEAVEEXISTING STRUCTURE IN PLACE AND ADJUSTRIM VERTICALLY TO MATCH FINISH GRADE.RIM = 486.10EXISTING FL IN (SE) = 475.30PROPOSED FL IN (N) =480.26 PROPOSEDGRATE INLET A-2RIM: 489.50PROPOSED PIPE No. 466 L.F. ~ 18" Ø HDPESLOPE = 1.0%PROPOSED PIPE No. 552 L.F. ~ 18" Ø HDPESLOPE = 1.0%PROPOSEDCURB INLET A-5RIM: 490.70PROPOSED PIPE No. 391 L.F. ~ 18" Ø HDPESLOPE = 1.0%PROPOSEDGRATE INLET A-3RIM: 491.00TR 491.90TR 491.90491.20494495492492493495489487488486490492ridge
49349349
1
r
idge
4
9
4494
PROPOSEDGRATE INLET A-4RIM: 491.004
9
33:1 SLOPE491491.55491.55491.79491.79492.30493.00493.25490.5034C28C327C27C27B27B27B28C328C327C27C2''W2''W2''W2''W2''W491.408" CONDUIT2" CONDUIT2" CONDUIT2" CONDUIT2"
CONDU
ITPROPOSED CARWASH4,231 S.F.F.F.E. = 492.00490490.50491.39491.39491.39491.39TR 491.90BR 491.40491.40491.20BR 491.40490491490491490489491A-1A-3A-2B-1B-3B-2EXISTING GRATED DROP INLET TO BEREPLACED WITH A JUNCTION BOXTOP=486.25EXISTING FL IN (W) = 475.80PROPOSED FL IN (S) = 482.13488.00487.50TR 487.50BR 487.00487.50488490491492493494496489PROPOSED GRATE INLET A-6RIM = 486.5PROPOSED PIPE No. 66 L.F. ~ 18" Ø HDPESLOPE = 2.0%C-1C-2C-3C-42''W2''W2''W2''W2''W2''W2''W2''W2''Wlower water linebegin sta. 0+00lower water lineend sta. 1+21LOWER EXISTING WATER LINE TO MEET MINIMUM ACSA COVER OF 3.5'MEASURED FROM ESTABLISHED FINISHED GRADE TO THE TOP OF PIPELOWERED WATER LINE TO BE AMINIMUM OF 10' FROM PROPOSEDSTREET TREES. SEE LANDSCAPE PLANFOR LOCATION OF TREESREVISION BLOCK:
DESCRIPTIONDATE#Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204www.carterengineering.netENGINEERINGCONSULTANTSCARTERSHEET TITLE:PROJECT NAME:DATE:SHEET NUMBER:PROJECT NUMBER:19016W4D02/12/20SITE DEVELOPMENT PLANS
for
5W4 DEVELOPMENT
2100 RIO HILL CENTER, CHARLOTTESVILLE, VIRGINIAW4 DEVELOPMENTCHARLOTTESVILLE, VIRGINIA11/15/19 ADDRESS COMMENTS3
12/16/19 ADDRESS COMMENTS4DATE: 4.01.215 01/21/20 VSMP ADDRESS COMMENTS
01/30/20 ARCHITECTURAL ADDRESS COMMENTS6
06/22/20 ADDRESS COMMENTS7
01/06/21 ADDRESS COMMENTS8
02/09/219 VSMP ADDRESS COMMENTS SITEUNDERGROUND UTILITIES DISCLAIMERInformation regarding the reputed presence, size, character and location of existingunderground utilities and structures related to underground utilities is shownheron. There is no certainty of the accuracy of this information and it shall beconsidered in that light by those using this drawing. The location and arrangementof underground utilities and structures related to underground utilities shownhereon may be inaccurate and utilities and structures related to undergroundutilities not shown may be encountered. The owner, his employees, his consultantsand his contractors shall hereby distinctly understand that the surveyor is notresponsible for the correctness or sufficiency of this information regarding theunderground utilities and structures related to underground utilities shown hereon.PROJECT NOTES:DEVELOPER:W4 Development2500 Daniel's Bridge RoadBuilding 200, Suite 3AAthens, GA 30606Contact: Greg DeBackerPhone: (706) 548-1151ENGINEER:Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677Contact: Jeff Carter, P.E.Tel. (770) 725-1200jeff@carterengineering.netProperty Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901Tax Map and Parcel No.: 04500-00-00-093C0Conditional Approval: SDP201900052 , ZMA 1987 - 00007 andSDP 1988- 00001Zoning: PD-SC (Planned Development Shopping Center)(Note: This parcel is subject to the following overlay districts: Airport ImpactArea, Entrance Corridor, and Managed Steep Slopes.)Setbacks: Building: 30-feet min Parking: 10-feet minProposed use:Carwash with associated utilities and parkingProposed Building Height20 FeetMaximum Building Height65 FeetProject Tract 1.05 acresDisturbed Area 0.99 acresBoundary and topographical Information obtained from field run survey by Hurt& Proffitt dated April 30, 2019. Phone (434) 847-7796Contour interval is 1 Feet (NAVD 88)F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006indicates that this property is located in "Zone X".The underground utilities shown hereon have been located from fieldinformation and existing drawings. The surveyor nor engineer warrants that theunderground utilities shown comprise all such utilities in the area, either inservice or abandoned. The surveyor nor engineer warrants that the undergroundutilities shown are in the exact location indicated. The surveyor nor engineer hasphysically located all the underground utilities.It is the responsibility of the contractor to field locate all utilities prior tocommencing work and notify engineer if a discrepancy is found.The contractor shall verify the invert elevations of all existing storm and sanitarysewer structures prior to commencement of storm and sanitary sewerconstruction.LOCATION MAPSCALE: N.T.S.OWNER:W4 Properties Charlottesville, LLCP.O.Box 42Bogart, Ga 30622Contact: Justin HendleyTel. (404) 219-8331GRADING ANDDRAINING PLAN10'20'60'40'GRAPHIC SCALE0GRAPHIC SCALESCALE 1" = 20'20'Know what's belowCall before you digdial 811TRUE NORTHRETAINING WALL "A"LOCATIONSTATIONTOP OF WALLBOTTOM OFWALLWALLHEIGHT(FEET)A-10+00495.50493.50A-20+29494.00491.00A-30+99493.50491.50RETAINING WALL "B"LOCATIONSTATIONTOP OF WALLBOTTOM OFWALLWALLHEIGHT(FEET)B-10+00493.75492.50B-20+18494.90492.50B-30+34495.50494.00BOTTOM OF WALL EQUALSFINISHED GRADERETAINING WALL "C"LOCATIONSTATIONTOP OF WALLBOTTOM OFWALLWALLHEIGHT(FEET)C-10+00491.00C-20+18491.00489.00C-30+40491.00C-40+65491.00490.00
SCT RIO HILL, LLC,C/O ROSENTHAL PROPERTIESTM# 04500-00-00-094A0DB 4134, PG 199ZONING: PD-SCPRESENT USE: SHOPPING CENTEREXISTING TREE TO BE REMOVED (TYPICAL)EXISTING ASPHALT PARKING LOT AND CURBAND GUTTER TO BE DEMOLISHED ANDREMOVED.EXISTING STRUCTURE TO BE DEMOLISHED ANDREMOVED. DISPOSE OF IN APPROVED LANDFILL.EXISTING SIGN AND LANDSCAPE. DEMOLISH ANDREMOVE (DISPOSE OF IN AN APPROVED LANDFILL)EXISTING LANDSCAPE TO BE REMOVED (TYPICAL)EXISTING LIGHT POLE TO BE REMOVED.REMOVE LINES AS NECESSARY (TYPICAL)EXISTING TREE LINE TOBE REMOVEDEXISTING 1" WATER METER TO REMAINCETHE CONSTRUCTIONENTRANCE MUST BECONSTRUCTED AS WIDEAS THE PROPOSEDPERMANENT ENTRANCEPHASE IDISTURBED AREATSMUDCTSMUDCTSMUDC34CXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSFSFSF28C327C27C27B27B27B28C328C327C27CIPSFIPIPSETTLING AREA FORWASH RACKDISTURBED AREADISTURBED AREADISTURBED AREADISTURBED AREADISTURBED AREADISTURBED AREAEXISTING UNDERGROUND GAS LINE TO BEREMOVED.EXISTING SIDEWALK TO BE REMOVED (TYPICAL)SFSFREVISION BLOCK:
DESCRIPTIONDATE#Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204www.carterengineering.netENGINEERINGCONSULTANTSCARTERSHEET TITLE:PROJECT NAME:DATE:SHEET NUMBER:PROJECT NUMBER:19016W4D02/12/20SITE DEVELOPMENT PLANS
for
6W4 DEVELOPMENT
2100 RIO HILL CENTER, CHARLOTTESVILLE, VIRGINIAW4 DEVELOPMENTCHARLOTTESVILLE, VIRGINIA11/15/19 ADDRESS COMMENTS3
12/16/19 ADDRESS COMMENTS4DATE: 4.01.215 01/21/20 VSMP ADDRESS COMMENTS
01/30/20 ARCHITECTURAL ADDRESS COMMENTS6
06/22/20 ADDRESS COMMENTS7
01/06/21 ADDRESS COMMENTS8
02/09/219 VSMP ADDRESS COMMENTS SITEUNDERGROUND UTILITIES DISCLAIMERInformation regarding the reputed presence, size, character and location of existingunderground utilities and structures related to underground utilities is shownheron. There is no certainty of the accuracy of this information and it shall beconsidered in that light by those using this drawing. The location and arrangementof underground utilities and structures related to underground utilities shownhereon may be inaccurate and utilities and structures related to undergroundutilities not shown may be encountered. The owner, his employees, his consultantsand his contractors shall hereby distinctly understand that the surveyor is notresponsible for the correctness or sufficiency of this information regarding theunderground utilities and structures related to underground utilities shown hereon.PROJECT NOTES:DEVELOPER:W4 Development2500 Daniel's Bridge RoadBuilding 200, Suite 3AAthens, GA 30606Contact: Greg DeBackerPhone: (706) 548-1151ENGINEER:Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677Contact: Jeff Carter, P.E.Tel. (770) 725-1200jeff@carterengineering.netProperty Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901Tax Map and Parcel No.: 04500-00-00-093C0Conditional Approval: SDP201900052 , ZMA 1987 - 00007 andSDP 1988- 00001Zoning: PD-SC (Planned Development Shopping Center)(Note: This parcel is subject to the following overlay districts: Airport ImpactArea, Entrance Corridor, and Managed Steep Slopes.)Setbacks: Building: 30-feet min Parking: 10-feet minProposed use:Carwash with associated utilities and parkingProposed Building Height20 FeetMaximum Building Height65 FeetProject Tract 1.05 acresDisturbed Area 0.99 acresBoundary and topographical Information obtained from field run survey by Hurt& Proffitt dated April 30, 2019. Phone (434) 847-7796Contour interval is 1 Feet (NAVD 88)F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006indicates that this property is located in "Zone X".The underground utilities shown hereon have been located from fieldinformation and existing drawings. The surveyor nor engineer warrants that theunderground utilities shown comprise all such utilities in the area, either inservice or abandoned. The surveyor nor engineer warrants that the undergroundutilities shown are in the exact location indicated. The surveyor nor engineer hasphysically located all the underground utilities.It is the responsibility of the contractor to field locate all utilities prior tocommencing work and notify engineer if a discrepancy is found.The contractor shall verify the invert elevations of all existing storm and sanitarysewer structures prior to commencement of storm and sanitary sewerconstruction.LOCATION MAPSCALE: N.T.S.OWNER:W4 Properties Charlottesville, LLCP.O.Box 42Bogart, Ga 30622Contact: Justin HendleyTel. (404) 219-8331EROSION AND SEDIMENT CONTROL NARRATIVE:PROJECT DESCRIPTIONTHIS PROJECT CONSISTS OF THE CONSTRUCTION OF A CAR WASH WITH ASSOCIATEDVACUUM STATIONS. THE PROPERTY IS LOCATED IN ALBEMARLE, VA. THE DISTURBEDAREA FOR THIS PROJECT INCLUDES 0.99 ACRES.EXISTING SITE CONDITIONTHIS SITE IS WOODED WITH AN EXISTING BUILDING AND PARKING LOT. THEPROPERTY SLOPES TO THE SOUTH-WEST AND LEAVES THE SITE THROUGH 2STORMWATER PIPES ON BOTH THE NORTHERN AND SOUTHER PORTION OF THEPROPERTY. THE STORMWATER DRAINS TO A NEIGHBORING DETENTION PONDADJACENT PROPERTYTHE PROJECT IS ADJACENT TO A SHARED DETENTION POND TO THE WEST ANDWOODBROOK DRIVE TO THE EAST. RIO HILL CENTER IS LOCATED TO THE NORTH ANDHWY 29 (SEMINOLE TRAIL) TO THE SOUTH.OFF SITE AREASTHERE IS NO OFF SITE LAND DISTURBANCE PROPOSEDSOILSTHE USDA WEB SOIL SURVEY OF THE SUBJECT PROPERTY IDENTIFIES THE SOIL TYPEAS ELIOAK AND GLENELG SOILS WHICH HAVE A LOAM TEXTURE AND ANERODIBILITY FACTOR OF 0.28CRITICAL AREASTHERE ARE NO CRITICAL AREAS ON THE SITETAPE INSTALLED TO PROTECT TREE SAVE AREAANY CLEARING OR DISTURBANCE WILL REQUIRE THE REPLACEMENT OF VEGETATIONAND LANDSCAPE PLAN AND BOND.EROSION AND SEDIMENT CONTROL MEASURESCONSTRUCTION ENTRANCE (CE) - ONE CONSTRUCTION ENTRANCE IS PROPOSED ATTHE SITE ENTRANCE. CONTRACTOR SHALL REMOVE ALL MUD, DIRT, AND DEBRISFROM VEHICLES EXISTING THE SITE. CONTRACTOR SHALL INSTALL ADDITIONALSTONE STABILIZATION AS NECESSARY TO PREVENT TRACKING ONTO THE EXISTINGROADWAY WITHIN THE LIMITS OF CONSTRUCTION.SILT FENCE (SF) - A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTSPLACED ACROSS OR AT THE TOE OF THE SLOPE OR IN A MINOR DRAINAGE PATH TOINTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROMDRAINAGE AREAS OF LIMITED SIZE.INLET PROTECTION (IP) - STORM DRAIN INLET PROTECTION SHALL BE PLACED AT THEINLET OF ALL CURB AND DROP INLETS TO FILTER SEDIMENTTEMPORARY SEEDING / PERMANENT STABILIZATION - SEEDING MEASURES SHALL BEPROVIDED ON DISTURBED SOIL AT CUT AND FILL SLOPES, SIDES OF SEDIMENT TRAPS,DITCH LINES, OR AREAS OUTSIDE OF ON-GOING CONSTRUCTION PRACTICES WITHINSEVEN (7) DAYS OF COMPLETED GRADING. ALL AREAS DISTURBED BYCONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELYFOLLOWING FINAL GRADING. UNLESS OTHERWISE INDICATED, ALL EROSION ANDSEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINEDACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATESTEDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.MANAGEMENT STRATEGIES-EROSION AND SEDIMENT CONTROL SHOULD BE DISCUSSED BETWEEN THEGRADING CONTRACTOR AND THE OWNER PRIOR TO ANY EXCAVATION SOTHAT THE LIMITS OF CONSTRUCTION AND EROSION CONTROL METHODS ARECLEARLY UNDERSTOOD BY BOTH PARTIES.-CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CANBEGIN AND END AS QUICKLY AS POSSIBLE-THERE IS TO BE NO TRACKING OF MUD OR DIRT BY CONSTRUCTIONEQUIPMENT ONTO PAVED DRIVES OR ROADS.-SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP INGRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWINGFOLLOWING INSTALLATION-SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTERGRADING-AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BYFLAGS, SIGNS, ETC.-AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E & SCONTROLS WILL BE CLEANED AND REMOVEDPERMANENT STABILIZATIONALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENTSEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. MULCH (STRAW OR FIBER)WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED,FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHINGMAINTENANCE OF ESC MEASURESEROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY TRAINED ON-SITEPERSONNEL. MAINTENANCE AND REPAIRS SHALL BE PERFORMED IMMEDIATELY.SOIL & EROSION CONTROL CALCULATIONSSEDIMENT STORAGE CALCULATIONS:Drainage Area 1.05 AcresDisturbed Area 0.99 AcresRequired Silt Fencing1.05 ac. x 400 ft/ac = 420 lf requiredSediment Storage Provided by the following BMPs (See notes for calculations):-Silt Fence Drainage Length of Silt Fence/100lf x 0.250 ac766/100 x 0.250 = 1.90 acres allowedSTORMWATER MANAGEMENT CONSIDERATIONSMS-16 NOTE: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCEWITH THE FOLLOWING STANDARDS IN ADDITION TO THE OTHER APPLICABLECRITERIA:A.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPEN AT ANY ONETIMEB.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHESC.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSEDTHROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, ANDDISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWINGSTREAMS OR OFF-SITE PROPERTYD.MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERTYCOMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATIONE.RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESEREGULATIONSF.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITHEROSION AND SEDIMENT CONTROL DEVICESPERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIORTO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALLADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED ASSOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THEPLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONALCONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THELATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.EROSION AND SEDIMENT CONTROL MAINTENANCETHE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROLDEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENTCONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANTRAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING ASREQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINEDPER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROLHANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES ASDEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED ORESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BEREMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BEREPAIRED, RESEEDED, AND REMULCHED.CESFOPCRSSTIPDDSRDUST CONTROLEROSION CONTROL LEGENDDISTURBED AREA STABILIZATION(WITH TEMPORARY SEEDING)DISTURBED AREA STABILIZATION(WITH MULCHING)CONSTRUCTION ROADSTABILIZATIONDISTURBED AREA STABILIZATION(WITH PERMANENT VEGETATION)CONSTRUCTION ENTRANCESILT FENCETEMPORARY DIVERSIONOUTLET PROTECTIONTEMPORARYSEDIMENT TRAPSURFACE ROUGHENINGSTORM DRAIN INLETPROTECTIONTSSOMUDCPSDISTURBED AREA STABILIZATION(WITH PERMANENT SEEDING)x.00(in/hr)(k)StructureTextureSoil NameUnitPermeabilityErodibilityMappingXCONSTRUCTION EXIT AND PERIMETER SILT FENCEXFINAL GRADINGMONTHS (2020)XXXXTASK DESCRIPTION:ROUGH GRADINGFINAL STABILIZATIONTEMPORARY STABILIZATION (GRASSING)CLEARING & GRUBBING / DEMOSTART DATE: April 01, 2020 END: September 31, 2020XINSPECT AND MAINTAIN ALL EROSION CONTROL BMPXXXTEMPORARY SEDIMENT STORAGE FACILITIESCURB AND GUTTERPAVINGAPRIL XXXXXXXXXXXXXXXXXXACTIVITY SCHEDULE:0.xxLoamGranular27CElioak loamMAY 27B28C334Cx.000.xxLoamGranularElioak loamx.000.xxClay loamGranularElioak clay loamx.000.xxLoamGranularGlenelg loamJUNE
JULY
AUGUST
SEPTEMBER
EROSIONCONTROL PLANPHASE I10'20'60'40'GRAPHIC SCALE0GRAPHIC SCALESCALE 1" = 20'20'Know what's belowCall before you digdial 811TRUE NORTH
SCT RIO HILL, LLC,C/O ROSENTHAL PROPERTIESTM# 04500-00-00-094A0DB 4134, PG 199ZONING: PD-SCPRESENT USE: SHOPPING CENTER494495492492493495489487488486490492ridge
49349349
1
r
idge
4
9
4494
4
9
33:1 SLOPE491CE34CXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSFSFSF28C327C27C27B27B27B28C328C327C27CTSMUDCCRSTSMUDCCRSTSMUDCCRSSOSOSOSOSOSOSOSOSOSOIPIPIPIP2''W2''W2''W2''W2''W8" CONDUIT2" CONDUIT2" CONDUIT2" CONDUIT2"
CONDU
ITPROPOSED CARWASH4,231 S.F.F.F.E. = 492.00PSPSPSPSPSPSPSPSPSSFIPIP490
IPDISTURBED AREADISTURBED AREADISTURBED AREADISTURBED AREADISTURBED AREADISTURBED AREA4904914904914904894914884904914924934944964892''W2''W2''W2''W2''W2''W2''W2''W2''Wlower water linebegin sta. 0+00lower water lineend sta. 1+21LOWER EXISTING WATER LINE TO MEET MINIMUM ACSA COVER OF 3.5'MEASURED FROM ESTABLISHED FINISHED GRADE TO THE TOP OF PIPESFSFLOWERED WATER LINE TO BE AMINIMUM OF 10' FROM PROPOSEDSTREET TREES. SEE LANDSCAPE PLANFOR LOCATION OF TREESREVISION BLOCK:
DESCRIPTIONDATE#Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204www.carterengineering.netENGINEERINGCONSULTANTSCARTERSHEET TITLE:PROJECT NAME:DATE:SHEET NUMBER:PROJECT NUMBER:19016W4D02/12/20SITE DEVELOPMENT PLANS
for6.1W4 DEVELOPMENT
2100 RIO HILL CENTER, CHARLOTTESVILLE, VIRGINIAW4 DEVELOPMENTCHARLOTTESVILLE, VIRGINIA11/15/19 ADDRESS COMMENTS3
12/16/19 ADDRESS COMMENTS4DATE: 4.01.215 01/21/20 VSMP ADDRESS COMMENTS
01/30/20 ARCHITECTURAL ADDRESS COMMENTS6
06/22/20 ADDRESS COMMENTS7
01/06/21 ADDRESS COMMENTS8
02/09/219 VSMP ADDRESS COMMENTS SITEUNDERGROUND UTILITIES DISCLAIMERInformation regarding the reputed presence, size, character and location of existingunderground utilities and structures related to underground utilities is shownheron. There is no certainty of the accuracy of this information and it shall beconsidered in that light by those using this drawing. The location and arrangementof underground utilities and structures related to underground utilities shownhereon may be inaccurate and utilities and structures related to undergroundutilities not shown may be encountered. The owner, his employees, his consultantsand his contractors shall hereby distinctly understand that the surveyor is notresponsible for the correctness or sufficiency of this information regarding theunderground utilities and structures related to underground utilities shown hereon.PROJECT NOTES:DEVELOPER:W4 Development2500 Daniel's Bridge RoadBuilding 200, Suite 3AAthens, GA 30606Contact: Greg DeBackerPhone: (706) 548-1151ENGINEER:Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677Contact: Jeff Carter, P.E.Tel. (770) 725-1200jeff@carterengineering.netProperty Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901Tax Map and Parcel No.: 04500-00-00-093C0Conditional Approval: SDP201900052 , ZMA 1987 - 00007 andSDP 1988- 00001Zoning: PD-SC (Planned Development Shopping Center)(Note: This parcel is subject to the following overlay districts: Airport ImpactArea, Entrance Corridor, and Managed Steep Slopes.)Setbacks: Building: 30-feet min Parking: 10-feet minProposed use:Carwash with associated utilities and parkingProposed Building Height20 FeetMaximum Building Height65 FeetProject Tract 1.05 acresDisturbed Area 0.99 acresBoundary and topographical Information obtained from field run survey by Hurt& Proffitt dated April 30, 2019. Phone (434) 847-7796Contour interval is 1 Feet (NAVD 88)F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006indicates that this property is located in "Zone X".The underground utilities shown hereon have been located from fieldinformation and existing drawings. The surveyor nor engineer warrants that theunderground utilities shown comprise all such utilities in the area, either inservice or abandoned. The surveyor nor engineer warrants that the undergroundutilities shown are in the exact location indicated. The surveyor nor engineer hasphysically located all the underground utilities.It is the responsibility of the contractor to field locate all utilities prior tocommencing work and notify engineer if a discrepancy is found.The contractor shall verify the invert elevations of all existing storm and sanitarysewer structures prior to commencement of storm and sanitary sewerconstruction.LOCATION MAPSCALE: N.T.S.OWNER:W4 Properties Charlottesville, LLCP.O.Box 42Bogart, Ga 30622Contact: Justin HendleyTel. (404) 219-8331EROSION AND SEDIMENT CONTROL NARRATIVE:PROJECT DESCRIPTIONTHIS PROJECT CONSISTS OF THE CONSTRUCTION OF A CAR WASH WITH ASSOCIATEDVACUUM STATIONS. THE PROPERTY IS LOCATED IN ALBEMARLE, VA. THE DISTURBEDAREA FOR THIS PROJECT INCLUDES 0.99 ACRES.EXISTING SITE CONDITIONTHIS SITE IS WOODED WITH AN EXISTING BUILDING AND PARKING LOT. THEPROPERTY SLOPES TO THE SOUTH-WEST AND LEAVES THE SITE THROUGH 2STORMWATER PIPES ON BOTH THE NORTHERN AND SOUTHER PORTION OF THEPROPERTY. THE STORMWATER DRAINS TO A NEIGHBORING DETENTION PONDADJACENT PROPERTYTHE PROJECT IS ADJACENT TO A SHARED DETENTION POND TO THE WEST ANDWOODBROOK DRIVE TO THE EAST. RIO HILL CENTER IS LOCATED TO THE NORTH ANDHWY 29 (SEMINOLE TRAIL) TO THE SOUTH.OFF SITE AREASTHERE IS NO OFF SITE LAND DISTURBANCE PROPOSEDSOILSTHE USDA WEB SOIL SURVEY OF THE SUBJECT PROPERTY IDENTIFIES THE SOIL TYPEAS ELIOAK AND GLENELG SOILS WHICH HAVE A LOAM TEXTURE AND ANERODIBILITY FACTOR OF 0.28CRITICAL AREASTHERE ARE NO CRITICAL AREAS ON THE SITETAPE INSTALLED TO PROTECT TREE SAVE AREAANY CLEARING OR DISTURBANCE WILL REQUIRE THE REPLACEMENT OF VEGETATIONAND LANDSCAPE PLAN AND BOND.EROSION AND SEDIMENT CONTROL MEASURESCONSTRUCTION ENTRANCE (CE) - ONE CONSTRUCTION ENTRANCE IS PROPOSED ATTHE SITE ENTRANCE. CONTRACTOR SHALL REMOVE ALL MUD, DIRT, AND DEBRISFROM VEHICLES EXISTING THE SITE. CONTRACTOR SHALL INSTALL ADDITIONALSTONE STABILIZATION AS NECESSARY TO PREVENT TRACKING ONTO THE EXISTINGROADWAY WITHIN THE LIMITS OF CONSTRUCTION.SILT FENCE (SF) - A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTSPLACED ACROSS OR AT THE TOE OF THE SLOPE OR IN A MINOR DRAINAGE PATH TOINTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROMDRAINAGE AREAS OF LIMITED SIZE.INLET PROTECTION (IP) - STORM DRAIN INLET PROTECTION SHALL BE PLACED AT THEINLET OF ALL CURB AND DROP INLETS TO FILTER SEDIMENTTEMPORARY SEEDING / PERMANENT STABILIZATION - SEEDING MEASURES SHALL BEPROVIDED ON DISTURBED SOIL AT CUT AND FILL SLOPES, SIDES OF SEDIMENT TRAPS,DITCH LINES, OR AREAS OUTSIDE OF ON-GOING CONSTRUCTION PRACTICES WITHINSEVEN (7) DAYS OF COMPLETED GRADING. ALL AREAS DISTURBED BYCONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELYFOLLOWING FINAL GRADING. UNLESS OTHERWISE INDICATED, ALL EROSION ANDSEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINEDACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATESTEDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.MANAGEMENT STRATEGIES-EROSION AND SEDIMENT CONTROL SHOULD BE DISCUSSED BETWEEN THEGRADING CONTRACTOR AND THE OWNER PRIOR TO ANY EXCAVATION SOTHAT THE LIMITS OF CONSTRUCTION AND EROSION CONTROL METHODS ARECLEARLY UNDERSTOOD BY BOTH PARTIES.-CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CANBEGIN AND END AS QUICKLY AS POSSIBLE-THERE IS TO BE NO TRACKING OF MUD OR DIRT BY CONSTRUCTIONEQUIPMENT ONTO PAVED DRIVES OR ROADS.-SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP INGRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWINGFOLLOWING INSTALLATION-SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTERGRADING-AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BYFLAGS, SIGNS, ETC.-AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E & SCONTROLS WILL BE CLEANED AND REMOVEDPERMANENT STABILIZATIONALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENTSEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. MULCH (STRAW OR FIBER)WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED,FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHINGMAINTENANCE OF ESC MEASURESEROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY TRAINED ON-SITEPERSONNEL. MAINTENANCE AND REPAIRS SHALL BE PERFORMED IMMEDIATELY.SOIL & EROSION CONTROL CALCULATIONSSEDIMENT STORAGE CALCULATIONS:Drainage Area 1.05 AcresDisturbed Area 0.99 AcresRequired Silt Fencing1.05 ac. x 400 ft/ac = 420 lf requiredSediment Storage Provided by the following BMPs (See notes for calculations):-Silt Fence Drainage Length of Silt Fence/100lf x 0.250 ac766/100 x 0.250 = 1.90 acres allowedSTORMWATER MANAGEMENT CONSIDERATIONSMS-16 NOTE: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCEWITH THE FOLLOWING STANDARDS IN ADDITION TO THE OTHER APPLICABLECRITERIA:A.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPEN AT ANY ONETIMEB.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHESC.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSEDTHROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, ANDDISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWINGSTREAMS OR OFF-SITE PROPERTYD.MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERTYCOMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATIONE.RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESEREGULATIONSF.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITHEROSION AND SEDIMENT CONTROL DEVICESPERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIORTO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALLADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED ASSOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THEPLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONALCONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THELATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.EROSION AND SEDIMENT CONTROL MAINTENANCETHE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROLDEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENTCONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANTRAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING ASREQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINEDPER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROLHANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES ASDEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED ORESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BEREMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BEREPAIRED, RESEEDED, AND REMULCHED.CESFOPCRSSTIPDDSRDUST CONTROLEROSION CONTROL LEGENDDISTURBED AREA STABILIZATION(WITH TEMPORARY SEEDING)DISTURBED AREA STABILIZATION(WITH MULCHING)CONSTRUCTION ROADSTABILIZATIONDISTURBED AREA STABILIZATION(WITH PERMANENT VEGETATION)CONSTRUCTION ENTRANCESILT FENCETEMPORARY DIVERSIONOUTLET PROTECTIONTEMPORARYSEDIMENT TRAPSURFACE ROUGHENINGSTORM DRAIN INLETPROTECTIONTSSOMUDCPSDISTURBED AREA STABILIZATION(WITH PERMANENT SEEDING)x.00(in/hr)(k)StructureTextureSoil NameUnitPermeabilityErodibilityMappingXCONSTRUCTION EXIT AND PERIMETER SILT FENCEXFINAL GRADINGMONTHS (2020)XXXXTASK DESCRIPTION:ROUGH GRADINGFINAL STABILIZATIONTEMPORARY STABILIZATION (GRASSING)CLEARING & GRUBBING / DEMOSTART DATE: April 01, 2020 END: September 31, 2020XINSPECT AND MAINTAIN ALL EROSION CONTROL BMPXXXTEMPORARY SEDIMENT STORAGE FACILITIESCURB AND GUTTERPAVINGAPRIL XXXXXXXXXXXXXXXXXXACTIVITY SCHEDULE:0.xxLoamGranular27CElioak loamMAY 27B28C334Cx.000.xxLoamGranularElioak loamx.000.xxClay loamGranularElioak clay loamx.000.xxLoamGranularGlenelg loamJUNE
JULY
AUGUST
SEPTEMBER
EROSIONCONTROL PLANPHASE II10'20'60'40'GRAPHIC SCALE0GRAPHIC SCALESCALE 1" = 20'20'Know what's belowCall before you digdial 811TRUE NORTH
REVISION BLOCK:
DESCRIPTIONDATE#Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204www.carterengineering.netENGINEERINGCONSULTANTSCARTERSHEET TITLE:PROJECT NAME:DATE:SHEET NUMBER:PROJECT NUMBER:19016W4D02/12/20SITE DEVELOPMENT PLANS
for
7W4 DEVELOPMENT
2100 RIO HILL CENTER, CHARLOTTESVILLE, VIRGINIAW4 DEVELOPMENTCHARLOTTESVILLE, VIRGINIA11/15/19 ADDRESS COMMENTS3
12/16/19 ADDRESS COMMENTS4DATE: 4.01.215 01/21/20 VSMP ADDRESS COMMENTS
01/30/20 ARCHITECTURAL ADDRESS COMMENTS6
06/22/20 ADDRESS COMMENTS7
01/06/21 ADDRESS COMMENTS8
02/09/219 VSMP ADDRESS COMMENTSEROSIONCONTROL DETAILSTSCESOMUDCSFSRIPSILT FENCE BREAK DETAIL
REVISION BLOCK:
DESCRIPTIONDATE#Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204www.carterengineering.netENGINEERINGCONSULTANTSCARTERSHEET TITLE:PROJECT NAME:DATE:SHEET NUMBER:PROJECT NUMBER:19016W4D02/12/20SITE DEVELOPMENT PLANS
for
8W4 DEVELOPMENT
2100 RIO HILL CENTER, CHARLOTTESVILLE, VIRGINIAW4 DEVELOPMENTCHARLOTTESVILLE, VIRGINIA11/15/19 ADDRESS COMMENTS3
12/16/19 ADDRESS COMMENTS4DATE: 4.01.215 01/21/20 VSMP ADDRESS COMMENTS
01/30/20 ARCHITECTURAL ADDRESS COMMENTS6
06/22/20 ADDRESS COMMENTS7
01/06/21 ADDRESS COMMENTS8
02/09/219 VSMP ADDRESS COMMENTS0+600+000+200+400+801+000-20490.00PIPE No. 218" HDPE45.0 L.F. @ 5.00%EXISTING GRADE470.00480.00500.00PROPOSED GRADE1+201+401+601+802+00EXISTING DROP INLET
0+00.00
TOP = 486.1
IEIN EXISTING = 475.3
IEIN PROP = 480.26
IEOUT = 474.1
STORM WATER LINE "A"SCALE: 1" = 20' H - 1" = 10' V25 YR HGLEXISTING15" RCP2+402+202+602+80PROPOSED 6"SANITARY SEWERA-1 PROPOSED
JUNCTION BOX
00+07.75
TOP = 489.50
IE = 480.65
PIPE No. 318" HDPE91.25 L.F. @ 1.00%PIPE No. 418" HDPE66.25 L.F. @ 1.00%ADJUST TOP OF EXISTING INLETTO FINISHED GRADE ANDCONVERT TO JUNCTION BOXPIPE No. 118" HDPE7.75 L.F. @ 5.00%A-2 PROPOSED
GRATE INLET
00+52.75
RIM = 489.50
IE = 482.90
A-3 PROPOSED
GRATE INLET
01+44.00
RIM = 491.00
IE = 483.81
A-4 PROPOSED
GRATE INLET
02+10.25
RIM = 491.00
IE = 484.48
A-5 PROPOSED
CURB INLET
02+62.75
RIM = 490.70
IE = 485.00
490.00470.00480.00500.00PIPE No. 518" HDPE52.50 L.F. @ 1.00%PROPOSED 2"WATER LINESTORMWATERCALCULATIONS AND PROFILES
REVISION BLOCK:
DESCRIPTIONDATE#Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204www.carterengineering.netENGINEERINGCONSULTANTSCARTERSHEET TITLE:PROJECT NAME:DATE:SHEET NUMBER:PROJECT NUMBER:19016W4D02/12/20SITE DEVELOPMENT PLANS
for
9W4 DEVELOPMENT
2100 RIO HILL CENTER, CHARLOTTESVILLE, VIRGINIAW4 DEVELOPMENTCHARLOTTESVILLE, VIRGINIA11/15/19 ADDRESS COMMENTS3
12/16/19 ADDRESS COMMENTS4DATE: 4.01.215 01/21/20 VSMP ADDRESS COMMENTS
01/30/20 ARCHITECTURAL ADDRESS COMMENTS6
06/22/20 ADDRESS COMMENTS7
01/06/21 ADDRESS COMMENTS8
02/09/219 VSMP ADDRESS COMMENTSSTANDARDDETAILSFINALBACKFILLMIN. COVER TOFLEXIBLE PAVEMENT, HINITIALBACKFILLHAUNCHBEDDINGSUITABLEFOUNDATUIONSPRINGLINE4" FOR 12"-24" PIPE6" FOR 30"-60" PIPEMIN. COVER TORIGID PAVEMENT, HMIN. TRENCH WIDTH(SEE TABLE)6"4" 21"6" 23"8" 26"42" 72"48" 80"54" 88"60" 96"36" 64"30" 56"24" 48"18" 39"15" 34"24" 48"10" 28"PIPE DIAM. MIN. TRENCH WIDTHRECOMENDED MINIMUM TRENCH WIDTHSMINIMUM RECOMENDED COVER BASED ON VEHICLE LOADING CONDITIONSSURFACE LIVE LOADING CONDITIONHEAVY CONSTRUCTION (75T AXLE LOAD)*PIPE DIAM.12" - 48"54" - 60"12"24"H-2548"60"* VEHICLES IN EXCESS OF 75T MAY REQIRE ADDITIONAL COVERMINIMUM RECOMENDED COVER BASED ON RAILWAY LOADING CONDITIONSPIPE DIAM.30"-36"42"-60"24"24"24"UP TO 24"COOPER E-80**** COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM OF RAILWAY TEI.** E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE TO ASTM F 2306 PIPE.*NOTES: 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FORUNDERGROUND INSTALLAITION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOWAPPLICATIONS", LATEST EDITION2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHENREQUIRED3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSUITABLE, THE CONTRACTOR SHALL EXCAVATE TO ADEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THEENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOMMAY BE STABILIZED USING A GEOTEXTILE MATERIAL4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDEDOCUMENTATION FOR THE MATERIAL SPECIFICATION TO THE ENGINEER. UNLESS OTHERWISED NOTED BYTHE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR30"-60" (750mm-900mm).5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESSTHAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIALSPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12"FROM THE TOP OF THE PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENTFLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OFCOVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT ORTO TOP OF RIGID PAVEMENT.Typical HDPE Bedding DetailNTSASPHALT PAVING (Light Duty)12" MIN.OUTSIDE DIAMETEROF HDPE PIPEMANHOLE OPENINGFINISHED GRADEUNDISTURBEDEARTHCLASS I OR II BACKFILLPER ASTM D2321.COMPACTED IN 8" MAX.LIFTS TO A MIN. OF 90%MAX. STANDARDPROCTOR DENSITYBEDDINGNATIVE SOIL1 12I.D. MIN.1 12I.D. MIN.MANHOLE/STRUCTURE WALLFINISHED GRADESUITABLEFOUNDATIONINSURE BAKFILL ISPLACED UNDER PIPEAND PROPERLYCOMPACTEDVARIESFIRST COUPLER SHOULD BE18" FROM WALL OR BEENCLOSED IN FLOWABLE FILLNOTES:1. MAXIMUM INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS ASSPECIFIED BY THE MANUFACTURER.2. PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTORMUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUNDSTRUCTURE ADAPTER. EXTRA PRECAUTION MUST BE TAKEN TO PREVENTDIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLEWATER TIGHT CONNECTOR (A~LOK)PVC MANHOLEADAPTERADAPTER ODTYPE 3A: A-LOK (PRE-CAST)MANHOLE GASKET W/ PVCMANHOLE ADAPTERADAPTER ODPVC MANHOLEADAPTERWATER TIGHT CONNECTOR(KOR-N-SEAL II ORKOR-N-SEAL306R)TYPE 3B: KOR-N-SEAL(CORED HOLE OR PRE-CAST)W/ FIELD MANHOLE BOOT W/PVC MANHOLE ADAPTERNTSHDPE MANHOLE PIPECONNECTION DETAILCURB INLET GRATE, FRAME AND CURBBOX SHALL BE HEAVY DUTY ANDSHALL MEET H-20 LOADING.SECTION VIEWGRATE SIDE VIEWGRATE TOP VIEW24" MINGRATE LENGTHMANHOLE AND GRATE DIMENSIONSSHOWN SHALL BE MINIMUMS.CONTACT CIVIL ENGINEER IFALTERNATE NEEDED.HOODED INLET SHALL BEMOUNTED FLUSH WITH CURBCONCRETE GUTTERROUND TO SQUARE ADAPTERWITH OPENINGMANHOLE STEPPRECAST RISER SECTIONPRECAST MONOLITHIC BASEØ PIPE VARIESINLET/OUTLET6" THICK BED OF #57STONE EXTENDING 6"BEYOND MANHOLE BASEIN ALL DIRECTIONS6"48"TONGUE AND GROOVE JOINT TO BESEALED WITH ASPHALTIC MASTICNON-SHRINK GROUT, OR O-RINGGASKET CONFORMING TO ASTM C 361HOODED GRATE INLETNOT TO SCALENOTE:1. ALL UNDERGROUND TANKS AND PIPING BY CONTRACTOR2. PIPE LOCATIONS SHOULD BE USED FOR ANY TANK3. ALL INTERNAL TANK PLUMBING TO BE 6" sch 40 PVC UNLESS NOTED OTHERWISE4. ALL TANK BOTTOMS SHOULD BE LEVEL5. THIS DRAWING IS TO SHOW TANK HOLDING CAPACITY AND PIPING RELATIONSHIPS ONLY. THEY ARE NOT INTENDED TO ADDRESS TANK STRUCTURE ENGINEERING.NOTE:1. Pressure Test All Suction Lines Upon Installation @ 10-15 PSI max.2. Keep pressure on Suction Lines for the entire DURATION of construction.3. Pressure should NOT drop more than 2 PSI.4. Watch for problems when excavating driveways.5. If reclaim tanks are located more than 60 feet away from reclaim unit, then increasesuction line to 3" sch 80 PVC.6. Placement of suction lines is critical7. Do NOT put screens on the suction lines8. ANY QUESTIONS CONTACT SONNY'S.2.0" SUPERPAVE ASPHALT SURFACE(VADOT SM 9.5A)NOTES:1.REFER TO THE PAVEMENT RECOMMENDATIONS WITHIN THEGEOTECHNICAL REPORT PREPARED BY ECS MID-ATLANTIC, LLC. DATEDFEBRUARY 26, 2019 (ECS PROJECT NO. 03:13004) - SHOWN ABOVE. SEEFULL GEOTECHNICAL REPORT FOR MORE DETAILS.2.IT IS THE CONCTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THEGEOTECHNICAL REPORT FROM THE OWNER PRIOR TO CONSTRUCTIONAND REVIEW THE RECOMMENDATIONS THOROUGHLY.3.ALL SUBBASE, CRUSHED STONE, AND ASPHALTIC LAYERS TO BECOMPACTED AND INSTALLED PER VADOT STANDARDS.2.0" SUPERPAVE ASPHALT BINDERCOURSE (VADOT IM-19.0)6" UNTREATED AGGREGATE(VADOT TYPE I, SIZE 21-A)TOP 10" OF SUBGRADE TO BE COMPACTED TO95% DRY DENSITY, STANDARD PROCTOR.ASPHALT PAVING (Heavy Duty)2.0" SUPERPAVE ASPHALT BINDERCOURSE (VADOT SM 9.5A)8" UNTREATED AGGREGATE(VADOT TYPE I, SIZE 21-A)TOP 10" OF SUBGRADE TO BE COMPACTED TO95% DRY DENSITY, STANDARD PROCTOR.6" - 4000 PSI PORTLAND CEMENTCONCRETE WITH AIR ENTRAINMENT ANDWELDED WIRE FABRIC OR FIBER MESH6" UNTREATED AGGREGATE BASE COURSE(VADOT TYPE I, SIZE 21-A)TOP 10" OF SUBGRADE TO BE COMPACTED TO95% DRY DENSITY, STANDARD PROCTOR.CONCRETE PAVING (Heavy Duty)PAVEMENT DETAILSReinforce with a minimum grid of wirereinforcing or #4 bars at 12" on center.
REVISION BLOCK:
DESCRIPTIONDATE#Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204www.carterengineering.netENGINEERINGCONSULTANTSCARTERSHEET TITLE:PROJECT NAME:DATE:SHEET NUMBER:PROJECT NUMBER:19016W4D02/12/20SITE DEVELOPMENT PLANS
for9.1W4 DEVELOPMENT
2100 RIO HILL CENTER, CHARLOTTESVILLE, VIRGINIAW4 DEVELOPMENTCHARLOTTESVILLE, VIRGINIA11/15/19 ADDRESS COMMENTS3
12/16/19 ADDRESS COMMENTS4DATE: 4.01.215 01/21/20 VSMP ADDRESS COMMENTS
01/30/20 ARCHITECTURAL ADDRESS COMMENTS6
06/22/20 ADDRESS COMMENTS7
01/06/21 ADDRESS COMMENTS8
02/09/219 VSMP ADDRESS COMMENTSSTANDARDDETAILS
REVISION BLOCK:
DESCRIPTIONDATE#Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204www.carterengineering.netENGINEERINGCONSULTANTSCARTERSHEET TITLE:PROJECT NAME:DATE:SHEET NUMBER:PROJECT NUMBER:19016W4D02/12/20SITE DEVELOPMENT PLANS
forSWMP-1W4 DEVELOPMENT
2100 RIO HILL CENTER, CHARLOTTESVILLE, VIRGINIAW4 DEVELOPMENTCHARLOTTESVILLE, VIRGINIA11/15/19 ADDRESS COMMENTS3
12/16/19 ADDRESS COMMENTS4DATE: 4.01.215 01/21/20 VSMP ADDRESS COMMENTS
01/30/20 ARCHITECTURAL ADDRESS COMMENTS6
06/22/20 ADDRESS COMMENTS7
01/06/21 ADDRESS COMMENTS8
02/09/219 VSMP ADDRESS COMMENTSSCT RIO HILL, LLC,C/O ROSENTHAL PROPERTIESTM# 04500-00-00-094A0DB 4134, PG 199ZONING: PD-SCPRESENT USE: SHOPPING CENTEREXISTING TREE TO BE REMOVED (TYPICAL)EXISTING ASPHALT PARKING LOT AND CURBAND GUTTER TO BE DEMOLISHED ANDREMOVED.EXISTING STRUCTURE TO BE DEMOLISHED ANDREMOVED. DISPOSE OF IN APPROVED LANDFILL.EXISTING SIGN AND LANDSCAPE. DEMOLISH ANDREMOVE (DISPOSE OF IN AN APPROVED LANDFILL)EXISTING LANDSCAPE TO BE REMOVED (TYPICAL)EXISTING LIGHT POLE TO BE REMOVED.REMOVE LINES AS NECESSARY (TYPICAL)EXISTING TREE LINE TOBE REMOVEDEXISTING 1" WATER METER TO REMAIN34C28C327C27C27B27B27B28C328C327C27CEXISTING UNDERGROUND GAS LINE TO BEREMOVED.EXISTING SIDEWALK TO BE REMOVED (TYPICAL)SITEUNDERGROUND UTILITIES DISCLAIMERInformation regarding the reputed presence, size, character and location of existingunderground utilities and structures related to underground utilities is shownheron. There is no certainty of the accuracy of this information and it shall beconsidered in that light by those using this drawing. The location and arrangementof underground utilities and structures related to underground utilities shownhereon may be inaccurate and utilities and structures related to undergroundutilities not shown may be encountered. The owner, his employees, his consultantsand his contractors shall hereby distinctly understand that the surveyor is notresponsible for the correctness or sufficiency of this information regarding theunderground utilities and structures related to underground utilities shown hereon.PROJECT NOTES:DEVELOPER:W4 Development2500 Daniel's Bridge RoadBuilding 200, Suite 3AAthens, GA 30606Contact: Greg DeBackerPhone: (706) 548-1151ENGINEER:Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677Contact: Jeff Carter, P.E.Tel. (770) 725-1200jeff@carterengineering.netProperty Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901Tax Map and Parcel No.: 04500-00-00-093C0Conditional Approval: SDP201900052 , ZMA 1987 - 00007 andSDP 1988- 00001Zoning: PD-SC (Planned Development Shopping Center)(Note: This parcel is subject to the following overlay districts: Airport ImpactArea, Entrance Corridor, and Managed Steep Slopes.)Setbacks: Building: 30-feet min Parking: 10-feet minProposed use:Carwash with associated utilities and parkingProposed Building Height20 FeetMaximum Building Height65 FeetProject Tract 1.05 acresDisturbed Area 0.99 acresBoundary and topographical Information obtained from field run survey by Hurt& Proffitt dated April 30, 2019. Phone (434) 847-7796Contour interval is 1 Feet (NAVD 88)F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006indicates that this property is located in "Zone X".The underground utilities shown hereon have been located from fieldinformation and existing drawings. The surveyor nor engineer warrants that theunderground utilities shown comprise all such utilities in the area, either inservice or abandoned. The surveyor nor engineer warrants that the undergroundutilities shown are in the exact location indicated. The surveyor nor engineer hasphysically located all the underground utilities.It is the responsibility of the contractor to field locate all utilities prior tocommencing work and notify engineer if a discrepancy is found.The contractor shall verify the invert elevations of all existing storm and sanitarysewer structures prior to commencement of storm and sanitary sewerconstruction.LOCATION MAPSCALE: N.T.S.OWNER:W4 Properties Charlottesville, LLCP.O.Box 42Bogart, Ga 30622Contact: Justin HendleyTel. (404) 219-8331DEMOLITION NOTES:1.THE LOCATIONS OF ALL EXISTING FACILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINEDFROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THECONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIORTO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITYCOMPANIES FOR ON SITE LOCATIONS OF EXISTING UTILITIES.2.THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION AND EQUIPMENTREQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING CURB AND SIGNS ASSHOWN ON THE DRAWINGS AND DESCRIBED HEREIN.A.DEMOLITION AND REMOVAL OF EXISTING ON SITE ASPHALT, CONCRETE PAVING, ANDCURBING TO DEMOLITION LINE SHOWN.3.ALL EXISTING CURB AND SIGNS INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BEDEMOLISHED AND REMOVED BY THE CONTRACTOR. REMOVE NO STRUCTURESUBSTANTIALLY AS A WHOLE. DEMOLISH COMPLETELY ON THE PREMISES.4.ALL EXISTING SEWERS, PIPING, UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACTLOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTINGCONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVENOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALLSERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK.5.PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTETHE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY AND PREVENTINTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS. STREETS ANDSIDEWALKS SHALL NOT BE BLOCKED BY DEBRIS AND EQUIPMENT.6.CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IFANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING THEDEMOLITION/EXCAVATION PROCESS.7.DISPOSALA.REMOVE AND LEGALLY DISPOSE OF ALL OTHER RUBBISH, RUBBLE, AND DEBRIS.COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS GOVERNING DISPOSAL OFWASTE AND DEBRIS.8.PAVEMENT REMOVALA.WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAW-CUT THE SURFACING LEAVING AUNIFORM AND STRAIGHT EDGE WITH A MINIMUM OF DISTURBANCE TO THE REMAININGADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW-CUTSURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION.B.WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY ORVALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING BOXCULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCTURES, SAIDPAVEMENT, ETC., SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITIONTHAN THE ORIGINAL, CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS,EQUIPMENT, TOOLS, SUPPLIES, AND OTHER EQUIPMENT AS REQUIRED.9.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALLTIMES DURING DEMOLITION OF THE EXISTING FACILITIES.10.PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIREDPERMITTING FOR DEMOLITION FROM RESPONSIBLE REGULATIONS AND FULLYACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCINGDEMOLITION WORK.11.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITIONREQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THECONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATIONWITHIN THESE DOCUMENTS: ALL DISCREPANCIES AND/OR OMISSIONS SHALL BE BROUGHTTO THE ATTENTION OF THE ENGINEER PRIOR TO BID SUBMITTAL.12.CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THAT AREA DELINEATED IN THEDRAWING, ALL OTHER EXIST. UTILITIES INCLUDING: STORM DRAINAGE, GAS, ELECTRIC,TELEPHONE, AND WATER & SEWER SHALL BE PRESERVED & PROTECTED.EXISTINGCONDITIONS &DEMO PLAN10'20'60'40'GRAPHIC SCALE0GRAPHIC SCALESCALE 1" = 20'20'Know what's belowCall before you digdial 811TRUE NORTHNARRATIVE:THE EXISTING 1.05 ACRE SITE CONTAINS A ONE STORY BRICK BUILDING, USED AS ANOFFICE, AND AN EXISTING PARKING LOT TO ACCOMPANY IT. THE SITE CONTAINS 0.44 ACRES OFIMPERVIOUS AREA AND .66 ACRES OF LANDSCAPED AREA. THE EXISTING SITE DRAINS INTOTWO SEPARATE STORMWATER DRAINAGE INLETS THAT EMPTY INTO A COMMUNITY DETENTIONPOND. THE EXISTING STORMWATER DRAINAGE INLETS ALSO HANDLES AN ADDITIONAL .21ACRES OF WOODED LAND TO THE NORTH OF THE PARCEL.THE PROPOSED SITE WILL CONTAIN A ONE STORY CARWASH FACILITY AND ALLASSOCIATED PARKING AND UTILITIES. THE SITE WILL HAVE 0.63 ACRES OF IMPERVIOUS AREAAND 0.42 ACRES OF LANDSCAPED AREA. THE STORMWATER FOR THE PARCEL IS ROUTED TO ANEXISTING STORMWATER OUTLET AND DRAINS INTO THE EXISTING STORMWATER DETENTIONPOND. SEE SWMP-3 FOR CALCULATIONS. THE EXISTING PIPE TO THE NORTH OF THE PROPERTYWILL STILL HANDLE THE ADDITIONAL .21 ACRES TO THE NORTH OF THE PARCEL, BUT WILL NOLONGER RECEIVE STORMWATER FROM THE 1.05 ACRES PARCEL.
SCT RIO HILL, LLC,C/O ROSENTHAL PROPERTIESTM# 04500-00-00-094A0DB 4134, PG 199ZONING: PD-SCPRESENT USE: SHOPPING CENTERPROPOSED JUNCTION BOX A-1PROPOSED PIPE No. 245 L.F. ~ 18" Ø HDPESLOPE = 5.0%PROPOSED PIPE No. 18 L.F. ~ 18" Ø HDPESLOPE = 5.0%EXISTING STORM DROP INLET A-0. LEAVEEXISTING STRUCTURE IN PLACE AND ADJUSTRIM VERTICALLY TO MATCH FINISH GRADE.RIM = 486.10EXISTING FL IN (SE) = 475.30PROPOSED FL IN (N) =480.26 PROPOSEDGRATE INLET A-2RIM: 489.50PROPOSED PIPE No. 466 L.F. ~ 18" Ø HDPESLOPE = 1.0%PROPOSED PIPE No. 552 L.F. ~ 18" Ø HDPESLOPE = 1.0%PROPOSEDCURB INLET A-5RIM: 490.70PROPOSED PIPE No. 391 L.F. ~ 18" Ø HDPESLOPE = 1.0%PROPOSEDGRATE INLET A-3RIM: 491.00494495492492493495489487488486490492ridge
49349349
1
r
idge
4
9
4494
PROPOSEDGRATE INLET A-4RIM: 491.004
9
33:1 SLOPE491PROPOSED CARWASH4,231 S.F.F.F.E. = 492.00A-50.03 ACRESC = 0.95A-40.29 ACRESC = 0.85A-30.30 ACRESC = 0.85A-20.20 ACRESC = 0.90A-10.21 ACRESC = 0.61490
490491490491490489491EXISTING GRATED DROP INLET TO BEREPLACED WITH A JUNCTION BOXTOP=486.25EXISTING FL IN (W) = 475.80PROPOSED FL IN (S) = 482.13488490491492493494496489PROPOSED GRATE INLET A-6RIM = 486.5PROPOSED PIPE No. 66 L.F. ~ 18" Ø HDPESLOPE = 2.0%26.0'9.0'9.0'8.0'24.0'24.0'4.0'4.0'56.0'42.0'14.0'24.0'4.0'4.0'10.0'66.0'4.0'24.0'24.0'14.0'4.0'10.0'14.0'14x42 TWOCOLUMN14x66 THREECOLUMN26x56 SIXCOLUMNREVISION BLOCK:
DESCRIPTIONDATE#Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204www.carterengineering.netENGINEERINGCONSULTANTSCARTERSHEET TITLE:PROJECT NAME:DATE:SHEET NUMBER:PROJECT NUMBER:19016W4D02/12/20SITE DEVELOPMENT PLANS
forSWMP-2W4 DEVELOPMENT
2100 RIO HILL CENTER, CHARLOTTESVILLE, VIRGINIAW4 DEVELOPMENTCHARLOTTESVILLE, VIRGINIA11/15/19 ADDRESS COMMENTS3
12/16/19 ADDRESS COMMENTS4DATE: 4.01.215 01/21/20 VSMP ADDRESS COMMENTS
01/30/20 ARCHITECTURAL ADDRESS COMMENTS6
06/22/20 ADDRESS COMMENTS7
01/06/21 ADDRESS COMMENTS8
02/09/219 VSMP ADDRESS COMMENTS SITEUNDERGROUND UTILITIES DISCLAIMERInformation regarding the reputed presence, size, character and location of existingunderground utilities and structures related to underground utilities is shownheron. There is no certainty of the accuracy of this information and it shall beconsidered in that light by those using this drawing. The location and arrangementof underground utilities and structures related to underground utilities shownhereon may be inaccurate and utilities and structures related to undergroundutilities not shown may be encountered. The owner, his employees, his consultantsand his contractors shall hereby distinctly understand that the surveyor is notresponsible for the correctness or sufficiency of this information regarding theunderground utilities and structures related to underground utilities shown hereon.PROJECT NOTES:DEVELOPER:W4 Development2500 Daniel's Bridge RoadBuilding 200, Suite 3AAthens, GA 30606Contact: Greg DeBackerPhone: (706) 548-1151ENGINEER:Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677Contact: Jeff Carter, P.E.Tel. (770) 725-1200jeff@carterengineering.netProperty Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901Tax Map and Parcel No.: 04500-00-00-093C0Conditional Approval: SDP201900052 , ZMA 1987 - 00007 andSDP 1988- 00001Zoning: PD-SC (Planned Development Shopping Center)(Note: This parcel is subject to the following overlay districts: Airport ImpactArea, Entrance Corridor, and Managed Steep Slopes.)Setbacks: Building: 30-feet min Parking: 10-feet minProposed use:Carwash with associated utilities and parkingProposed Building Height20 FeetMaximum Building Height65 FeetProject Tract 1.05 acresDisturbed Area 0.99 acresBoundary and topographical Information obtained from field run survey by Hurt& Proffitt dated April 30, 2019. Phone (434) 847-7796Contour interval is 1 Feet (NAVD 88)F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006indicates that this property is located in "Zone X".The underground utilities shown hereon have been located from fieldinformation and existing drawings. The surveyor nor engineer warrants that theunderground utilities shown comprise all such utilities in the area, either inservice or abandoned. The surveyor nor engineer warrants that the undergroundutilities shown are in the exact location indicated. The surveyor nor engineer hasphysically located all the underground utilities.It is the responsibility of the contractor to field locate all utilities prior tocommencing work and notify engineer if a discrepancy is found.The contractor shall verify the invert elevations of all existing storm and sanitarysewer structures prior to commencement of storm and sanitary sewerconstruction.LOCATION MAPSCALE: N.T.S.OWNER:W4 Properties Charlottesville, LLCP.O.Box 42Bogart, Ga 30622Contact: Justin HendleyTel. (404) 219-8331GRADING ANDDRAINING PLAN10'20'60'40'GRAPHIC SCALE0GRAPHIC SCALESCALE 1" = 20'20'Know what's belowCall before you digdial 811TRUE NORTHNARRATIVE:THE EXISTING 1.05 ACRE SITE CONTAINS A ONE STORY BRICK BUILDING, USED AS ANOFFICE, AND AN EXISTING PARKING LOT TO ACCOMPANY IT. THE SITE CONTAINS 0.44 ACRES OFIMPERVIOUS AREA AND .66 ACRES OF LANDSCAPED AREA. THE EXISTING SITE DRAINS INTOTWO SEPARATE STORMWATER DRAINAGE INLETS THAT EMPTY INTO A COMMUNITY DETENTIONPOND. THE EXISTING STORMWATER DRAINAGE INLETS ALSO HANDLES AN ADDITIONAL .21ACRES OF WOODED LAND TO THE NORTH OF THE PARCEL.THE PROPOSED SITE WILL CONTAIN A ONE STORY CARWASH FACILITY AND ALLASSOCIATED PARKING AND UTILITIES. THE SITE WILL HAVE 0.63 ACRES OF IMPERVIOUS AREAAND 0.42 ACRES OF LANDSCAPED AREA. THE STORMWATER FOR THE PARCEL IS ROUTED TO ANEXISTING STORMWATER OUTLET AND DRAINS INTO THE EXISTING STORMWATER DETENTIONPOND. SEE SWMP-3 FOR CALCULATIONS. THE EXISTING PIPE TO THE NORTH OF THE PROPERTYWILL STILL HANDLE THE ADDITIONAL .21 ACRES TO THE NORTH OF THE PARCEL, BUT WILL NOLONGER RECEIVE STORMWATER FROM THE 1.05 ACRES PARCEL.
REVISION BLOCK:
DESCRIPTIONDATE#Carter Engineering Consultants, Inc.3651 Mars Hill Road, Suite 2000Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204www.carterengineering.netENGINEERINGCONSULTANTSCARTERSHEET TITLE:PROJECT NAME:DATE:SHEET NUMBER:PROJECT NUMBER:19016W4D02/12/20SITE DEVELOPMENT PLANS
forSWMP-3W4 DEVELOPMENT
2100 RIO HILL CENTER, CHARLOTTESVILLE, VIRGINIAW4 DEVELOPMENTCHARLOTTESVILLE, VIRGINIA11/15/19 ADDRESS COMMENTS3
12/16/19 ADDRESS COMMENTS4DATE: 4.01.215 01/21/20 VSMP ADDRESS COMMENTS
01/30/20 ARCHITECTURAL ADDRESS COMMENTS6
06/22/20 ADDRESS COMMENTS7
01/06/21 ADDRESS COMMENTS8
02/09/219 VSMP ADDRESS COMMENTS0+600+000+200+400+801+000-20490.00PIPE No. 218" HDPE45.0 L.F. @ 5.00%EXISTING GRADE470.00480.00500.00PROPOSED GRADE1+201+401+601+802+00EXISTING DROP INLET
0+00.00
TOP = 486.1
IEIN EXISTING = 475.3
IEIN PROP = 480.26
IEOUT = 474.1
STORM WATER LINE "A"SCALE: 1" = 20' H - 1" = 10' V25 YR HGLEXISTING15" RCP2+402+202+602+80PROPOSED 6"SANITARY SEWERA-1 PROPOSED
JUNCTION BOX
00+07.75
TOP = 489.50
IE = 480.65
PIPE No. 318" HDPE91.25 L.F. @ 1.00%PIPE No. 418" HDPE66.25 L.F. @ 1.00%ADJUST TOP OF EXISTING INLETTO FINISHED GRADE ANDCONVERT TO JUNCTION BOXPIPE No. 118" HDPE7.75 L.F. @ 5.00%A-2 PROPOSED
GRATE INLET
00+52.75
RIM = 489.50
IE = 482.90
A-3 PROPOSED
GRATE INLET
01+44.00
RIM = 491.00
IE = 483.81
A-4 PROPOSED
GRATE INLET
02+10.25
RIM = 491.00
IE = 484.48
A-5 PROPOSED
CURB INLET
02+62.75
RIM = 490.70
IE = 485.00
490.00470.00480.00500.00PIPE No. 518" HDPE52.50 L.F. @ 1.00%PROPOSED 2"WATER LINESTORMWATERCALCULATIONS AND PROFILES