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02-25 MDP Plan
01COVER SHEET 1" 1000 PERRY PROPERTIESRED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAGas:Washington GasP.O. Box 2400Winchester, VA 22604(540) 869-1111Water/Sewer:Frederick WaterP.O. Box 1877Winchester, VA. 22604(540) 868-1061Power:Rappahannock Electric Coop137 Kelly CourtFront Royal, VA 226301-800-552-3904UTILITY NOTICE REQUIREDContractors shall notify all public utility operators who maintain underground utility lines in thearea of proposed excavating or blasting at least two (2) working days, but not more than ten (10)working days, prior to commencement of excavation or demolition. Names and telephonenumbers of the operators of underground utility lines appear below. These numbers shall also beused to serve in an emergency condition.CALL "MISS UTILITY"VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURSPRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITYOPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OFPROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THEUTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR ISRESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODEAND REGULATIONS.VICINITY MAPSCALE: 1" 1000 OWNERPERRY PROPERTIES1945 MILLWOOD PIKEWINCHESTER, VA 22602(540) 667-4310wperry@perryeng.comDEVELOPERPERRY PROPERTIES1945 MILLWOOD PIKEWINCHESTER, VA 22602(540) 667-4310wperry@perryeng.comPERRY PROPERTIES MASTER DEVELOPMENT PLAN RED BUD MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA04/23/2025TTC/JMMMDP# 02-25060297Plan RevisionsRev. NoRev. DateComment0105/05/2025Frederick County Planning Comments0208/01/2025Winchester Regional Airport Comments0308/19/2025Frederick County Planning Comments151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL VerizonP.O. Box 17398Baltimore, MD 21297(301) 954-6282Communications:Comcast Comunications195 Rainville RoadWinchester, VA 22602(540) 504-0942Shentel500 Shentel WayEdinburg, VA 22824(800) 743-6835AT&T7777 Leesburg Pike, 100NFalls Church, VA 22043(703) 251-9988Sheet IndexSheet NumberSheet TitleRevsion NoRevison Date01COVER SHEET0308/19/202502GENERAL NOTES & LEGEND0308/19/202503BOUNDARY & EXISTING TOPO0308/19/202504CONCEPTUAL PLAN0308/19/202505TYPICAL SECTIONS 06B2 PROFFER STATEMENT DATEAPPROVALDIRECTOR OF PLANNING AND DEVELOPMENTDATECOUNTY ADMINISTRATORMASTER DEVELOPMENT PLANPROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA, ASHBURN, VA & MARTINSBURG, WVMDP# 02-2508/19/2025 N/AGENERAL NOTES LEGENDRHY. NR.DDWH/ /PERRY PROPERTIES MASTER DEVELOPMENT PLAN RED BUD MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIA//TTC/JMMMDP WLQG\ HLOO LDQH WLQFKHVWHU VLUJLQLD THOHSKRQH: FD[: ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIA OFFICES IN: WINCHESTER VA ASHBURN VA MARTINSBURG WV LEGENDPROPOSED SAN. LAT. CLEANOUTPROPOSED CENTERLINEEXISTING SPOT ELEVATIONSTORM DRAIN STRUCTURE IDENTIFIERSANITARY MANHOLE IDENTIFIERPROPOSED SPOT ELEVATIONEXISTING CURB AND GUTTERPROPOSED EDGE OF PAVEMENTEXISTING EDGE OF PAVEMENTPROPOSED STORM SEWER WITH INLETEXISTING STORM SEWER WITH INLETPROPOSED TELEPHONE LINEEXISTING TELEPHONE LINETRANSITION TO REVERSE CURBPROPOSED CURB AND GUTTERPROPOSED ELECTRIC SERVICEEXISTING ELECTRIC SERVICEPROPOSED SANITARY SEWER WITH MANHOLEEXISTING SANITARY SEWER WITH MANHOLEPROPOSED GAS LINEEXISTING GAS LINEFENCELINEFLOW LINE PROPOSED WATERLINE W/ TEEPROPERTY LINEEXISTING TELEPHONE PEDESTALEXISTING WATERLINE W/ TEEEXISTING UTILITY POLE/GUIDE WIRESIGNSPROPOSED REDUCEREXISTING FIRE HYDRANT/VALVE/METERINDICATES THE NUMBER OF TYP. PARKING SPACESPARKING INDICATORHANDICAP PARKINGPROPOSED BUILDING ENTRANCEVEHICLES PER DAY COUNTPROPOSED FIRE HYDRANT/VALVE/METERLIGHT POLEEXISTING TREE LINEEXISTING EASEMENTPROPOSED EASEMENT EXISTING CENTERLINEEXISTING INDEX CONTOUREXISTING INTERMEDIATE CONTOURPROPOSED CONTOURPROJECT INFORMATIONFIRE MARSHAL'S NOTEFLUH ODQH PDUNLQJV DQG VLJQDJH:AQ\ NR PDUNLQJ VLJQV DQG \HOORZ SDLQWHG FXUE ORFDWLRQV ZLOO EH LQVWDOOHGE\ ILHOG LQVSHFWLRQ DW WKH GLUHFWLRQ RI WKH FLUH MDUVKDO'V OIILFH.V. AOO ZRUN RQ WKLV SURMHFW VKDOO FRQIRUP WR WKH FXUUHQW HGLWLRQV RI DQG ODWHVW UHYLVLRQV WR WKH VLUJLQLD DHSDUWPHQW RI TUDQVSRUWDWLRQ VDOT RRDG DQG BULGJH SSHFLILFDWLRQV DQG SWDQGDUGV WKH VLUJLQLD EURVLRQ DQG SHGLPHQW CRQWURO RHJXODWLRQV DQG DQ\ RWKHUDSSOLFDEOH VWDWH IHGHUDO RU ORFDO UHJXODWLRQV. IQ FDVH RI D GLVFUHSDQF\ RU FRQIOLFW EHWZHHQ WKH SWDQGDUGV RU SSHFLILFDWLRQV DQGRHJXODWLRQV WKH PRVW VWULQJHQW VKDOO JRYHUQ. V. 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WKH GHYHORSPHQW PHHWV FHGHUDO AYLDWLRQ AGPLQLVWUDWLRQ FAA FULWHULD WR ILOHDQ REVWUXFWLRQ HYDOXDWLRQ/DLUSRUW DLUVSDFH DQDO\VLV OE/AAA ..E.EOHFWURQLF ILOLQJ PD\ EH DFFRPSOLVKHG DW WKH IROORZLQJ ZHE DGGUHVV: HTTPS://OEAAA.FAA.GOV.F.TKH KHLJKW RI DQ\ SURSRVHG VWUXFWXUHV PXVW DFFRXQW IRU WKH PD[LPXP KHLJKW RI DQ\ DQG DOO DSSXUWHQDQFHV..G.CUDQHV DQG/RU WHPSRUDU\ FRQVWUXFWLRQ HTXLSPHQW UHTXLUH D VHSDUDWH OE/AAA ILOLQJ..H.OE/AAA ILOLQJV VKRXOG EH PDGH D PLQLPXP RI GD\V SULRU WR WKH H[SHFWHG VWDUW GDWH RI FRQVWUXFWLRQ..I.CRQWUDFWRUV VKDOO SURYLGH FRSLHV RI DQ\ FAA GHWHUPLQDWLRQ OHWWHUV WR WKH DLUSRUW SULRU WR WKH FRPPHQFHPHQW RI FRQVWUXFWLRQ.08/19/2025 XXXX XX XXXXX XXXXXXXXXXXX X X X X X X X XXXXXXXSSSSSSSSSSSSS6726746 7 6676678680682 6826 8 2 680678678676680674672672674676672 674 6706766766746726706686706726746766766746766786806826846866746766 7 8 680682682 6826826806846866946966 9 8700 688690700720720710700690700700700690700708690680690700 70 6 7 0 6 7 0 0 69 0 69 0 6 9 4 6 9 6 69 6 69670 07107006 9 0 688 6 7 06706 6 866866866 8 67067066466466866666866666466466666867067267067267066666 4 6 6 2 660658660660662662664666664662660666668 66 4 66 4 666 668 670 670 670 668666 670668666670 6 8 0 690690690684 68 6 670672674676678680682668664666 670674676678680682684 682684686680678676672674670680676678 682684686688 670662660662664670672674670 6 7 6 6 7 8 68 0 67 6 6806826 8 2 6 8 4 68668868468668867 8 68 0 6 8 2 6 8 4 68468268 6 68 8 6 9 0 6 9 2 6 9 4696686688690692694696 684 682 6 8 0 6 8 0 6786826846866886906926946966987006 9 0 6 9 4 6 9 6 69 6 6 9 0 6 9 0 692 68 0 690 69 2 690 680 674 676 678 680672674676678 6 7 4682680672672674676678674 672672 672 674 674672676 678 680 680 682 682 680 680 682 680 680 682 684 6 8 06806 8 2 6 8 4 678 680 682 682 688 684 686 682 682 676 678680 676678680 67 8 684684684 684 684 686 68 068 2 684 67 86786806826846866806826846866886886906926946966886906926946966866886866886906926826846806766726746766786806826846866886906786806826846866886 9 0 676 6786806826846866886906886 8 4 686GRID MERIDIANVA NORTH ZONE NAD83PER GPS OBSERVATIONSURVEY AND TOPOGRAPHIC INFORMATION2. Aerial, hori]ontal and vertical control surveys wereDated:3. Aerial topographic mapping perIormed by:1. Boundary survey was perIormed by:perIormed by:DateDated:151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA, ASHBURN, VA & MARTINSBURG, WV BOUNDARY & EXISTING TOPORev. No.Date0308/19/2025PERRY PROPERTIES MASTER DEVELOPMENT PLAN RED BUD MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1 80 0304/23/2025TTC/JMMMDP# 02-25060297Greenway Engineering01/04/201901/04/2019Greenway EngineeringGreenway Engineering01/04/2019 Rev 04/02/2020Environmental Features Aggregate TableEnvironmental Feature TypeExistingAreaDisturbedAreaPercentageDisturbedFloodplain0.00 AC0.00 AC.0.0%Lakes & Ponds0.00 AC.0.00 AC.0.0%Wetlands0.14 AC0.02 AC.14.3%Natural Detention0.00 AC.0.00 AC.0.0%Sinkhole0.00 AC.0.00 AC.0.0%Steep Slope (>35%)0.22 AC.*0.00 AC.0.0%Woodland14.53 AC0.68 AC4.7%LEGENDEXISTING BUILDING EXISTING GRAVEL SURFACE*Excludes onsite stockpile storage area/ manmade steep slopes08/19/2025 XXXX XXXXXXXXX XXXXXXX X X X X X X XXXXXXXXSSSSSSSSSSSSSXXXXXXXXXXXXXXFMFMFM FM G G W W WARVWWWARV FMFMFM FM G G GRID MERIDIANVA NORTH ZONE NAD83PER GPS OBSERVATIONREYAEL DRIVE (PRIVATE ACCESS)FISHTAIL ROAD(PRIVATE ACCESS)ZONED B2ZONED M1ZONED B2 ZONED M1 6' SCREENINGFENCE25' ACTIVE BUFFER25' INACTIVE BUFFER6' SCREENINGFENCE25' ACTIVE BUFFER 25' INACTIVE BUFFER PROP. 10'ASPHALT TRAILPROPOSED ROWPROP. CURB & GUTTERPROP. CURB& GUTTERPROP. CURB& GUTTERPROP.CURBPROP. CURB& GUTTEREX. WETLANDEX. WETLANDEX. WETLANDPROP.SWMPOND 4EX. SWMPOND 2EX. SWMPOND 1PROP. SWMPOND 3EX.PONDPROP. 10'ASPHALT TRAILPROP. ENTRANCEPROP. ENTRANCE(RIGHT IN/ RIGHT OUT)EX. ENTRANCEEX. ENTRANCEFUTURE ROADCONNECTIONEX.PARKINGLOTEX. ENTRANCEEX.ENTRANCETM 64-A-158PERRY PROPERTIESD.B. 468, PG. 201ZONE: M1REMAINDER38.94 ACRESGENERAL COMMERCIAL/RETAIL LAND BAYZONED: B26.033 ACRES(FUTURE PHASE 2A)EX. PROPERTY L INEEX. PROPERTY LINEEX. ROWEX. ROWPROPOSED ROWPROPOSEDROWPERRY ENGINEERINGPERRY ENGINEERING EX. GRAVELMATERIALSTORAGEAREAEX. GRAVELMATERIALSTORAGEAREAEX. GRAVELMATERIALSTORAGEAREAINDUSTRIALLAND BAY(FUTURE PHASE 2B)50' COMMONSHARED BUFFERAND SCREENINGEASEMENT50' COMMONSHARED BUFFERAND SCREENINGEASEMENTINDUSTRIAL LAND BAY(EXISTING PHASE 1)APPROX. LOCATIONPROFFER ITEM #10LANDSCAPE BUFFERSWM AREAPROPOSEDINTER-PARCELWATER SERVICEROUTINGPROPOSEDINTER-PARCEL GASAND SANITARYSERVICE ROUTINGEXISTING UTILITIES TYP.CONCRETE PIPE ANDPRECAST (CP&P) -WINCHESTERCONCEPTUAL PLAN PERRY PROPERTIES MASTER DEVELOPMENT PLAN RED BUD MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA, ASHBURN, VA & MARTINSBURG, WVRev. No.Date0308/19/20251 80'0404/23/2025TTC/JMMMDP# 02-25060297XFENCEXXX10'X10'=DECIDUOUSSHRUB=EVERGREENSCREENING BUFFER"B" CATEGORY - 50' FULL SCREEN WITH FENCE6' HIGH OPAQUE25' ACTIVE25' INACTIVE50'SYMBOLS LEGENDSWM AREAFUTURE MILLWOOD PIKE &CONSTITUTION DR. IMPROVEMENTSDENOTES EX. WETLAND AREASDENOTES EX. STREAMS-2.0 Max.2'GradedArea2'GradedAreaWidth of Shared Use Path10' Minimum6:1 Max.6:1 Max.3' Min.6' Max.3' Min.6' Max.4' Min.5' Max.4' Min.5' Max.FIGURE A(1)-1-5CROSS SECTION OF TWO-WAY SHARED USE PATHCONCEPTUAL DEVELOPMENT NARRATIVEPROJECTED SCHEDULE OF PHASES:Phase 1 - Existing Industrial Land BayPortion of Perry Properties comprising of the current existing uses which includePerry Engineering and Concrete Pipe and Precast (Formerly Winchester BuildingSupply) as well as their respective material storage areas.Phase 2A - Future General Commercial/Retail Land BayPortion of property rezoned from M1 to B2. The improvements to Route 50 andConstitution Drive are proposed with this phase. The construction of Reyael Driveand Fishtail Road are proposed with this phase as well to provide inter parcelconnectivity and utility connections to the Industrial Land Bay shown as Phase 2B.Phase 2B - Future Industrial Land BayPortion of property north of Fishtail Drive with frontage along Constitution Drive.Not all portions of Phase 2A need to be constructed in order to start Phase 2B.UTILITIES:Existing utilities (water, sanitary sewer, gas and electric) are located on theproperty installed parallel to Route 50. Future Waterline is proposed to be ranparallel to Reyael Drive to provide service to phases 2A and 2B. Gas and forcedsanitary sewer are proposed to run parallel to Constitution drive to provide serviceto phases 2A and 2B. Electric routing will be determined at by the respectiveprovider.SWM:Phase 1 - Existing Industrial Land BayNo additional SWM controls are proposed for the existing uses.Phase 2A - Future General Commercial/Retail Land BayThe B2 commercial area is proposed to be served by proposed SWM Pond 3.Additionally, Existing SWM Ponds 1 and 2 will be utilized to meet SWMrequirements for the road improvements to Constitution Drive.Phase 2B - Future Industrial Land BayThis phase will be primarily be served by proposed SWM Pond 4. Additionally,Existing SWM ponds 1 and 2 will be utilized to meet SWM requirements for theroad improvements to Constitution Drive.08/19/2025 TYPICAL SECTIONBITUMINOUS CONCRETELIMITS OF SUBBASE-2.0%2:1 SLOPEMIN .1'-2.0%CLP LGRASS STRIP1'BASE COURSE-2.0%STANDARD CG-6MIN .2:1 SLOPEPROP. VARIABLE WIDTHLP UD-4(TYP.)-2.0%PAVEMENT DESIGN(AADT: 3,000)UD-4(TYP.)2.5'9'29'2.5'12'12'8'9'8'INGRESS/EGRESS EASEMENTPROP. VARIABLE WIDTHINGRESS/EGRESS EASEMENT12+88.25 - 15+56.7947'NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSINTERMEDIATE:SUBBASE:SURFACE:3" IM-19.06" 21A1-1/2" SM-9.5ADESIGN SPEED: 25 MPHBASE:3" IM-19.03'5'SIDEWAL.LOCAL URBAN ROAD151 WLQG\ HLOO LDQH WLQFKHVWHU, VLUJLQLD 22602 THOHSKRQH: (540) 662-4185 FDx: (540) 722-9528 www.JUHHQwD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIA OFFICES IN: WINCHESTER, VA, ASHBURN, VA MARTINSBURG, WV TYPICAL SECTIONSRHY. NR.DDWH PERRY PROPERTIES MASTER DEVELOPMENT PLAN RED BUD MAGISTERIAL DISTRICT FREDERIC. COUNTY, VIRGINIAN/A0504/23/2025TTC/JMMMDP 02-25060297R/WROW87' ROW25'2'12'2'23'CL-2.0%-2.0%-2.0%UD-4 (TYP.)LIMITS OF SUBBASE1'1'BASE COURSE CG-6SURFACE BASE(GS-7) - ULS40 MPH DESIGN SPEEDINTERMEDIATE COURSE14+39.7 - 16+14.7TYPICAL WIDENING SECTION - N.T.S.UD-2UD-4 (TYP.)8.5'CG-2(TYP)3:1 SLOPEGRASSSTRIPFULL SECTION - CONSTITUTION DRIVE5' SIDEWAL.3'5'0.5'43.5'43.5'R/WROW87' ROW25'2'4'4'R/WL / ROWP 2'35'CL-2.0%-2.0%-2.0%UD-4 (TYP.)LIMITS OF SUBBASE1'1'BASE COURSE CG-6SURFACE BASE(GS-7) - ULS40 MPH DESIGN SPEEDINTERMEDIATE COURSE11+36.4 - 13+39.7TYPICAL WIDENING SECTION - N.T.S.UD-2UD-4 (TYP.)8.5'MS-1(TYP)CG-63:1 SLOPE 3:1 SLOPEGRASSSTRIPFULL SECTION - CONSTITUTION DRIVE5' SIDEWAL.3'5'0.5'43.5'43.5'8.5'DESIGN ADT 8,690 TRIPSWITH 5% TRUC.SPAVEMENT DESIGN SHOWN WAS APPROVED BY VDOTON OCTOBER 31, 2017 DURING THE CONSTRUCTION OFCONSTITUTION DRIVE AND WAS BASED ON FIELD CBRVALUES PERFORMED BY ECS MID-ATLANTIC, LLC.SURFACE: 1.5" SM 9.5-AINTERMEDIATE: 2" IM-19.0ABASE: 5" BM-25.0ASUB BASE: 8" 21B AGGREGATEPAVEMENT DESIGNBASED ON ASSUMED AVERAGE CBR VALUE OF 8.7(PER CONSTITUTION DRIVE PLAN FINAL DESIGN)TIE IN JOINTMILL 12"x1-1/2"WIDENINGDESIGN ADT 8,690 TRIPSWITH 5% TRUC.SPAVEMENT DESIGN SHOWN WAS APPROVED BY VDOTON OCTOBER 31, 2017 DURING THE CONSTRUCTION OFCONSTITUTION DRIVE AND WAS BASED ON FIELD CBRVALUES PERFORMED BY ECS MID-ATLANTIC, LLC.SURFACE: 1.5" SM 9.5-AINTERMEDIATE: 2" IM-19.0ABASE: 5" BM-25.0ASUB BASE: 8" 21B AGGREGATEPAVEMENT DESIGNBASED ON ASSUMED AVERAGE CBR VALUE OF 8.7(PER CONSTITUTION DRIVE PLAN FINAL DESIGN)4'4'MS-1(TYP)2'2'R/WL / ROWP CG-6TIE IN JOINTMILL 12"x1-1/2"WIDENINGSEE PLAN AND PROFILE FOR HORI=ONTAL AND VERTICAL TRANSITION REQUIREMENTS.STATION 16+14.7 THROUGH 17+25.57 IS IN TRANSITION, NO TYPICAL SECTION IS PROVIDED.-2.0%3.5'10'2'10' TRAIL3:1 SLOPE 8.5'-2.0%3.5'10'2'10' TRAILR/WROWVARIABLE WIDTH ROW25'2'16'8'8'R/WL / ROWP 3.5'2'VARIABLE WIDTHCL-2.0%-2.0%-2.0%UD-4 (TYP.)LIMITS OF SUBBASE1'1'BASE COURSE CG-6SURFACE BASE(GS-7) - ULSSURFACE: 1.5" SM 12.5-AINTERMEDIATE: 2" IM-19.0ABASE: 5" BM-25.0ASUB BASE: 8" 21B AGGREGATEPAVEMENT DESIGNBASED ON ASSUMED CBR VALUE OF 8.7(SEE PRELIMINARY PAVEMENT ANALYSIS THIS SHEET)DESIGN ADT 8,690 TRIPSWITH 5% TRUC.S40 MPH DESIGN SPEEDINTERMEDIATE COURSE17+25.57 - 19+06.47TYPICAL ROAD SECTION - N.T.S.UD-2UD-4 (TYP.)8.5'CG-2(TYP)CG-63:1 SLOPE3:1 SLOPEGRASSSTRIPFULL SECTION - CONSTITUTION DRIVEFINAL PAVEMENT DESIGN SHALL BE BASED ON ACTUAL CBR TESTING VALUES ANDFLEXIBLE PAVEMENT DESIGN WOR.SHEET. FINAL DESIGN SHALL BE REVIEWED ANDAPPROVED BY VDOT PRIOR TO CONSTRUCTION. SPECIAL CARE AND FOCUS MAY BE NEEDED INTHE LOW DRAINAGE AREAS ALONG THE ROAD ALIGNMENT TO ENSURE AN ADEQUATE SUBBASE.TO BE DETERMINED AT THE TIME OF CONSTRUCTION.5' SIDEWAL.3'5'0.5'VARIABLE WIDTH43.5'R/WROWVARIABLE WIDTH ROW33'2'L / ROWP VARIABLE WIDTH-2.0%-2.0%-2.0%LIMITS OF SUBBASE1'BASE COURSE CG-6SURFACE BASE(GS-7) - ULSSURFACE: 1.5" SM 12.5-AINTERMEDIATE: 2" IM-19.0ABASE: 5" BM-25.0ASUB BASE: 8" 21B AGGREGATEPAVEMENT DESIGNBASED ON ASSUMED CBR VALUE OF 8.7(SEE PRELIMINARY PAVEMENT ANALYSIS THIS SHEET)DESIGN ADT 8,690 TRIPSWITH 5% TRUC.S40 MPH DESIGN SPEEDINTERMEDIATE COURSE19+40.37 - 22+60.37TYPICAL ROAD SECTION - N.T.S.UD-4 (TYP.)8.5'3:1 SLOPEGRASSSTRIPCONSTITUTION DRIVEFINAL PAVEMENT DESIGN SHALL BE BASED ON ACTUAL CBR TESTING VALUES ANDFLEXIBLE PAVEMENT DESIGN WOR.SHEET. FINAL DESIGN SHALL BE REVIEWED ANDAPPROVED BY VDOT PRIOR TO CONSTRUCTION. SPECIAL CARE AND FOCUS MAY BE NEEDED INTHE LOW DRAINAGE AREAS ALONG THE ROAD ALIGNMENT TO ENSURE AN ADEQUATE SUBBASE.TO BE DETERMINED AT THE TIME OF CONSTRUCTION.5' SIDEWAL.3'5'0.5'TIE IN JOINTMILL 12"x1-1/2"WIDENING-5.0%4:12:1 MAX8'6'VARIESSHOULDERMIN.4' GRAVEL SHOULDER4" 21B AGGREGATEEXTEND 21-B THOUGHSHOULDER TO DITCHLP R/WTYPICAL WIDENING SECTION -N.T.S.VARIESROUTE 50 - WEST BOUND RIGHT TURN LANE (w/ CG-7)CLREFERENCEWEST BOUNDNOTES:1.GRASSED AREAS WITHIN THE VDOT ROW SHALL BE STABILI=ED WITH FERTILI=ER, SEEDED AND MULCHED.2.FERTILI=E, SEED, AND MULCH THE 21B AGGREGATE ON THE SHOULDERS AND DAYLIGHT AT DITCHES.3:12:1 MAX12'6' MIN.VARIESTIE IN JOINTMILL 12"x1-1/2"WIDENING12'EX. THRU LANEPROP. TURN LANEMEDIAN DITCH 2%CG-7UD-4 (TYP.)1'2%2.6'VARIES55 MPH POSTED SPEEDLP R/WTYPICAL WIDENING SECTION -N.T.S.VARIESROUTE 50 - WEST BOUND RIGHT TURN LANE (w/ SHOULDER)CLREFERENCEWEST BOUND12'TIE IN JOINTMILL 12"x1-1/2"WIDENING12'EX. THRU LANEPROP. SQUARED2%PAVEMENT DESIGNSURFACE: 1.5" SM-12.5AINTERMEDIATE: 2" IM-19.0ABASE: 6.5" BM-25.0ASUB BASE: 11" 21B AGGREGATE55 MPH POSTED SPEED-8.0%3:12:1 MAX4'6'VARIESSHOULDERMIN.GRAVEL SHOULDER4" 21B AGGREGATEEXTEND 21-B THOUGHSHOULDER TO DITCHOFF TAPER149+11 - 152+73147+26 - 147+74PAVEMENT DESIGN SHOWN BASED ON EXISTINGROUTE 50 PAVEMENT DEPTHS DETERMINED BY TESTPITS TA.EN AT THE EXISTING EDGE OF ROUTE 50PERFORMED BY ECS MID-ATLANTIC, LLCPAVEMENT DESIGNSURFACE: 1.5" SM-12.5AINTERMEDIATE: 2" IM-19.0ABASE: 6.5" BM-25.0ASUB BASE: 11" 21B AGGREGATEPAVEMENT DESIGN SHOWN BASED ON EXISTINGROUTE 50 PAVEMENT DEPTHS DETERMINED BY TESTPITS TA.EN AT THE EXISTING EDGE OF ROUTE 50PERFORMED BY ECS MID-ATLANTIC, LLC4' PAVED35'URBAN MINOR ARTERIALURBAN MINOR ARTERIAL08/19/2025 N/AB 35OFFE5 STATE0ENT5HY. NR.DDWH 3E55Y 35O3E5TIES 0ASTE5 DE9ELO30ENT 3LAN 5ED B8D 0AGISTE5IAL DIST5ICT F5EDE5IC. CO8NTY 9I5GINIA//TTC/-000D3 :LQG\ HLOO LDQH :LQFKHVWHU 9LUJLQLD THOHSKRQH: FD[: ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:35O8DLY SE59ING 9I5GINIA :EST 9I5GINIA OFFICES IN: :INCHESTE5 9A ASHB85N 9A 0A5TINSB85G :908/19/2025