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Home My WebLink About05-23 Design Plan1COVER SHEET 1" = 1,000'STEPHENSON VILLAGE IISTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAGas:Shenandoah Gas Co.P.O. Box 2400Winchester, VA 22604(540) 869-1111Phone:VerizonP.O. Box 17398Baltimore, MD 21297(301) 954-6282Water/Sewer: Frederick WaterP.O. Box 1877Winchester, VA. 22604(540) 868-1061Power:Shenandoah Valley Electric Coop3463 Valley PikeWinchester, VA 22602(540) 450-2051UTILITY 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'OWNER/DEVELOPERSNOWDEN BRIDGE HOLDINGS LLC3201 JERMANTOWN ROAD SUITE 150FAIRFAX, VA 22030571-581-4791STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BPlan RevisionsRev No Rev DateComment05/23/2023Section AA-1A Subdivision Plan Approved08/07/2023Section AA-1B Subdivision Plan Approved0101/19/2023Owner Name Change, Fire Marshal & Frederick Water Comments0201/29/2024Frederick Water Comments0303/14/2024Planning 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 RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVis with the free consent and in accordance with the desires of the undersignedowners, properties and trustees if any.SUBDIVISION ADMINISTRATOROWNERS CERTIFICATEAPPROVALSDATEDATEThe foregoing Subdivision of the land of SNOWDEN BRIDGE HOLDINGS LLCDATETHESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS ANDORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVEDBY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTIONSTEPHENSON VILLAGE II SECTION AA-1 SECTION AA-1SUBDIVISION DESIGN PLANSSheet List TableSheetNumberSheet TitleRevsionNoRevison Date1Cover Sheet03 03/14/20242General Notes and Legend03 03/14/20243Project Information and Tabulations0303/14/20244Existing Topography01 01/19/20245Boundary Information03 03/14/20246Right-of-Way0303/14/20247E&S Phase I 8E&S Phase I 9E&S Phase I 10E&S Phase I Basin 1 Details 11E&S Phase I Basin 2&3 Details 12Basin 2 to Pond 2 Conversion Detail 13E&S Phase I Basin 4&5 Details 14Basin 4 to Pond 4 Conversion Detail 15E&S Phase II 16E&S Phase II 17E&S Phase II 18E&S Phase II 19E&S Narrative 20E&S Details 21E&S Details 22Water Quality BMP Map 23Water Quality BMP Map 24Water Quality VRRM Computations 25Water Quality BMP Details 26Water Quality BMP Details 27Stormwater Management Plan Pre-Development 28Stormwater Management Plan Post-Development 29SWM Pond 2 Plan View 30SWM Pond 2 Details 31Geometry Plan 32Geometry Plan 33Geometry Plan0303/14/202434Geometry Plan 35Utility Plan02 01/29/202436Utility Plan0101/19/202437Utility Plan01 01/19/202438Utility Plan01 01/19/202439Grading Plan01 01/19/202440Grading Plan 41Grading Plan 42Grading Plan 43Landscape Plan0101/19/202444Landscape Plan 45Landscape Plan01 01/19/202446Landscape Plan01 01/19/202447Landscape Details 48Landscape Details 49Granite Ridge Drive Profile 50Wagtail Lane Profile0201/29/202451Keystone Lane Profile01 01/19/202452Magpie Lane Profile01 01/19/202453Castaway Place Profile01 01/19/202454Lawford Way Profile 0101/19/202455Heirloom Way Profile01 01/19/202456Webster Court Profile01 01/19/202457Vermillion Lane Profile0101/19/202458Sight Distance Profiles 59Sight Distance Profiles 60Storm Sewer Profiles 61Storm Sewer Profiles 62Storm Sewer Profiles 63Storm Sewer Profiles 64Storm Sewer Profiles 65Storm Sewer & HGL Comps 66Storm Inlet Comps 67Waterline Profiles02 01/29/202468Waterline Profiles0101/19/202469Waterline Profiles 70VDOT-Site Details 71VDOT Details 72VDOT Details 73VDOT Details 74Frederick Water Details & Sanitary Sewer Profiles01 01/19/202475Life Safety Plan0101/19/202476Proffer Compliance Sheet 77Signage and Striping Plan03 03/14/202478Photometric Plan0303/14/202479Photometric Plan03 03/14/202403/29/2024DocuSign Envelope ID: 9174452A-F477-451A-B0A2-FC9B2A2E66124/1/2024 N/A2GENERAL NOTES AND LEGENDRHY. NR.DDWHSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIA12/11/2023TTC/=J 72760B151 WLQG\ HLOO LDQH WLQFKHVWHU VLUJLQLD 22602 THOHSKRQH: 540 6624185 FD[: 540 722528 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 MARTINSBURG WV LEGENDFREDERICK WATER PROJECT INFORMATIONWATER AND SANITARY SEWER USAGEWATER DEMAND 2845 GPDSANITARY SEWER DISCHARGE 2.845 GPDCDOFXODWLRQ RI GHPDQG/GLVFKDUJHWATER DEMAND*RHVLGHQWLDO: 235 JSG SHU FRQQHFWLRQ*CRPPHUFLDO: 75 JSG SHU 1000 VI*IQGXVWULDO: 25 JSG # 10 SHUVRQV SHU DFUHSEWER DISCHARGESHZHU GLVFKDUJH HTXDOV ZDWHU GHPDQGPROPOSED 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 INFORMATIONSTEPHENSON VILLAGE II SECTION AA144A31ARE= 0603 SWHSKHQVRQ VLOODJH SWHSKHQVRQ VLOODJH II MDP 0222**SWHSKHQVRQ VLOODJH II SHFWLRQ AA1A SDP 0123 DQG**SWHSKHQVRQ VLOODJH II SHFWLRQ AA1B SDP 0323386.24 AFUHV61.00 AFUHVR4VDFDQWAFWLYH AGXOW SLQJOH FDPLO\ DHWDFKHG/AWWDFKHG DXSOH[TRZQKRXVHVPDUFHO IGHQWLILFDWLRQ NR.PUHYLRXVO\ ASSURYHG PODQV:PURMHFW SLWH AUHD:DLVWXUEHG AUHD:CXUUHQW =RQLQJ:CXUUHQW UVH:PURSRVHG UVH:GENERAL PLAN AND CONSTRUCTION NOTESVDOT GENERAL NOTESGENERAL1.GUHHQZD\ EQJLQHHULQJ IQF. 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LOT AREA3,750 S.F.MIN. LOT AREA3,750 S.F.3' MIN3' MIN15' BRL10' BRL 5' BRLSTREET 3' MIN15' BRL20' BRL10' BRL 5' BRLGARAGE MIN. LOT AREA3,750 S.F.STREET 20' MINXSTREETTREE TY3.TREE TY3.33RO-ECT INFORMATION AND TAB8LATIONS STE3HENSON 9ILLAGE II SECTION AA1N/ASTONE:ALL MAGISTERIAL DISTRICT FREDERIC. CO8NTY, 9IRGINIA12/11/2023TTC/=-270B 7151 :LQG\ HLOO LDQH :LQFKHVWHU, 9LUJLQLD 2202 THOHSKRQH: 50 215 FD[: 50 72252 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:3RO8DLY SER9ING 9IRGINIA :EST 9IRGINIA OFFICES IN: :INCHESTER, 9A MARTINSB8RG, :9RHY. NR.DDWHMODIFIED TO:NHO8SETY3E MINIM8M LOT SI=E 3RO9IDED 2,0 SFA9ERAGE 8NIT LOT SI=E 3RO9IDED 3,21 SFMODIFIED SINGLE FAMILY SMALL LOT DETACHEDTY3E 5MINIM8M LOT SI=E 3RO9IDED ,120 SFMODIFIED SINGLE FAMILY SMALL LOT ATTACHED D83LE;TY3E 5MINIM8M LOT SI=E 3RO9IDED ,57 SFAMENITYRECREATIONALCREDITSACTI9E AD8LT RECREATION CENTER1 RECREATION CENTER71TABLE STE3HENSON 9ILLAGE IIRECREATIONAL 8NIT TAB8LATION9AL8E 3ER CREDITTOTAL 9AL8E2,5,000 35,000TABLE 5RECREATIONAL 8NIT TAB8LATIONLDQG BD\RHVLGHQWLDO DZHOOLQJ 8QLWVRHFUHDWLRQDO 8QLWVRHTXLUHGRHFUHDWLRQDO 8QLWV3URYLGHG ZLWK WKLV 3ODQ702.771LDQG BD\ I9TOTAL RE48IRED 3ER SEC. 1502.0: DZHOOLQJ 8QLWV/30 ;;.; RECREATIONAL 8NITS03/29/2024 X X X X X XXXXXXXXS S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSARVARVXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEX140EX141EX142EX139EX138EX137EX136EX135EX134EX133EX132EX131EX130EX129GRID MERIDIANVA NORTH ZONE NAD83SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWEX139EX138EX137EX136EX135EX134EX133EX132EX131EX130EX129EX128EX127EX126EX125EX124EX123EX122151 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 & MARTINSBURG, WV1 100 4EXISTING TOPOGRAPHYRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1SURVEY AND TOPOGRAPHIC INFORMATION2. Aerial, hori]ontal and vertical control sXrveys wereDated:3. Aerial topographic mapping perIormed Ey:1. BoXndary sXrvey was perIormed Ey:perIormed Ey:DateDated:Greenway EngineeringDecemEer 22, 20212022Greenway EngineeringGreenway EngineeringJanXary 2022SCALE: 1 100 100010020003/29/2024 SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWSECTION A A - 1 SECTION A A - 2 S E C T I O N A A - 1 S E C T I O N A A - 2 10+12.9 7 11+00 12+00 13+00 14+00 15+00 16+0 0 17 + 0 0 1 8 + 0 0 19+0020+0021+0022+0023+0024+0010+0011+0013+0014+0015+0016+0017+0018+0012+0010+00 11+00 12+00 13+00 14+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+0019+8521+0022+0023+0024+0025+0026+0027+0028+0029+0030+0020+0052.00'120.00'375.78'175.80'110.00'110.00'5.00'189.00'110.00'39.50'57.91'24.50'23.00'24.50'336.01'132.03'115.00'115.09'81.00'73.94'198.90'28.27'28.27'10.50'0.63'30.63'40.50'89.55'30.62'11.78'19.50'97.75'19.46'9.15'36.25'12.78'571.00'5.00'10.00'47.00'51.86'10.00'5.00'8.00'11.00'20.56'10.00'5.00'10.46'34.69'44.00'36.04'10.92'27.45'203.04'203.04'110.00'110.00'110.00'110.00'203.48'203.75'120.00'4.57'12.12'60.55'129.61'38.39'84.2 0 '109.48'110.00'110.00'110.00'110.00'110.16'110.00'5.50'110.08'110.00'110.00'0.92'115.00' 111.00'93.00'173.46'189.00'111.00'93.00'53.53'65.44'124.25'122.97'123.00'144.38'9.42'107.12'56.64'66.85'65.15'120.00'117.00'18.65'114.98'200.24'29.83'74.94'42.61'13.54'7.66'11.33'334.04'167.46'OPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACE100110021003100410051006100710081009101010111021102210231024102510261027102810181019102010151016101710121013101410291030103110321033103410351036103710381039104010411042104310761075107410731072107110701069106810671066104410451046104710481049105010511052105310541055105610581059106010611062 106310641065107910801081108210831084108510861087108810891078109710961095109410931092109110901098109911001101110211031104110511061107111211111110110911081116111511141113112111201119 11241123112211251118111711261127S 66°19'23" E100.00'C3C1C2N 78°10'54" W134.08'S 66°19'23" E198.41'S 61°45'05" E138.15'N 77°14'00" W15.17'S 66°19'23" W46.66'OPEN SPACES 66°19'23" E74.50'C4C5C6S 54°01'36" E75.36'1077WAGTAIL LANEWAGTAIL LANEKEYSTONE LANEKEYSTONE LANECASTAWAY PLACEMAGPIE LANEHEIRLOOM WAYLAWFORD WAYWEBSTER COURTWEBSTER COURTGRANITE RIDGE DRIVEGRANITE RIDGE DRIVEMAGPIE LANEVERMILLION LANE18.26'S 14°06'08" W 180.65'S 37°2 1 ' 5 5 " W 280.73'S 54°48'19" E38.29'N 55°05'35" W38.83'S 35°03'04" W52.99'S 34°58' 0 0 " W 466.64'N 65°45'03" W 1196.24'N 39°31'48" E44.91'N 22°41'17" E977.23'S 72°50'02" E97.24'105736.05'193.28'74.46'200.24'OPEN SPACE S 64°52'52" W197.40'0.53'657.73'243.00'10.00'115.00'115.00'30.46'N 24°14'57" E14.18'S 24°14'57" W2.02'AA-RECCENTERCURVERADIUSARC LENGTHCHORD LENGTHCHORD BEARINGDELTA ANGLETANGENTDEGREE OF CURVEC1849.00'87.86'87.82'S 75°13'01" E5°55'45"43.97'6°44'55"C2849.00'87.86'87.82'S 69°17'16" E5°55'45"43.97'6°44'55"C338.00'60.07'54.01'S 21°02'13" E90°34'20"38.38'150°46'42"C428.50'44.48'40.10'N 68°57'47" E89°25'40"28.22'201°02'16"C51051.00'109.78'109.73'S 69°18'56" E5°59'05"54.94'5°27'06"C67051.00'249.84'249.82'S 73°19'23" E2°01'48"124.93'0°48'45"BOUNDARY CURVE DATA151 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 & MARTINSBURG, WV1" 100'5BOUNDARY INFORMATIONRev. No.Date0303/14/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1SCALE: 1" 100'1000100200SHEET ASHEET BSHEET CSHEET DFUTURE SECTION AA-2SHEET DSHEET CSNOWDEN BRIDGE BLVD.BASED ON A SEPARATE PLANUNDER REVIEWFUTURE S E C T I O N A A - 2 SECTION A A - 1 F U T U R E S E C T I O N A A - 2 S E C T I O N A A - 1 SHEET BSHEET A03/29/2024 SECTION A A - 1 SECTION A A - 2 S E C T I O N A A - 1 S E C T I O N A A - 2 10+12.9 7 11+00 12+00 13+00 14+00 15+00 16+0 0 17 + 0 0 1 8 + 0 0 19+0020+0021+0022+0023+0024+0010+0011+0013+0014+0015+0016+0017+0018+0012+0010+00 11+00 12+00 13+00 14+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+0019+8521+0022+0023+0024+0025+0026+0027+0028+0029+0030+0020+00OPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACE1001100210031004100510061007100810091010101110211022102310241025102610271028101810191020101510161017101210131014102910301031103210331034103510361037103810391040104110421043107610751074107310721071107010691068106710661044104510461047104810491050105110521053105410551056105810591060 10611062106310641065107910801081108210831084108510861087108810891078109710961095109410931092109110901098109911001101110211031104110511061107111211111110110911081116111511141113 11211120111911241123112211251118111711261127CASTAWAY PLACEKEYSTONE LANEWAGTAIL LANEGRANITE RIDGE DRIVEWAGTAIL LANEKEYSTONE LANEMAGPIE LANEHEIRLOOM WAYVERMILLION LANEWEBSTER COURTWEBSTER COURTLAWFORD WAY N 69°14'59" W51.50'N 20°45'01" E59.00'S 24°14'57" W167.74'S 85°39'14" W98.34'N 67°18'43" W131.46'N 67°18'43" W274.00'N 67°18'43" W128.21'S 20°45'01" W309.21'N 69°14'59" W309.01'N 69°14'59" W83.41'S 22°41'17" W467.42'S 22°41'17" W459.92'S 22°41'17" W131.56'S 65°44'36" E274.10'S 65°44'36" E274.10'S 65°44'36" E296.36'S 65°44'36" E76.29'S 22°41'17" W 169.75'S 42 ° 5 6 ' 3 6 " W 85.0 3 ' N 22°41'17" E208.27'S 67°18'43" E130.00'N 22°41'17" E109.93'C1C2C3C4C5 OPEN SPACE10771057S 54°56'56" E200.24'OPEN SPACE AA-RECCENTERRIGHT-OF-WAY CURVE DATACURVERADIUSARC LENGTHCHORD LENGTHCHORD BEARINGDELTA ANGLETANGENTDEGREE OF CURVEC1450.00'224.59'222.26'S 09°57'05" W28°35'43"114.68'12°43'57"C2450.00'336.14'328.38'S 25°44'44" E42°47'55"176.35'12°43'57"C3450.00'61.29'61.25'S 51°02'48" E7°49'06"30.69'12°45'20"C4335.00'158.07'156.60'N 80°49'45" W27°02'03"80.53'17°06'12"C5280.00'98.99'98.47'S 32°48'57" W20°15'19"50.02'20°27'46"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 & MARTINSBURG, WV1" 100'6RIGHT-OF-WAYRev. No.Date0303/14/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1SCALE: 1" 100'1000100200LEGENDPUBLIC R/WPRIVATE R/WNOTES:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIASECONDARY STREET ACCEPTANCE REQUIREMENTS NECESSARY FORINCLUSION IN THE SYSTEM OF STATE HIGHWAYS AND WILL NOT BEMAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ORFREDERICK COUNTY. THIS ROAD IS NOT ELIGIBLE FOR RURAL ADDITIONFUNDS OR ANY OTHER FUNDS APPROPRIATED BY THE GENERALASSEMBLY AND ALLOCATED BY THE COMMONWEALTHTRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE REQUIRED TOBELONG TO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCEOF THE PRIVATE STREETS.FUTURE SECTION AA-2SNOWDEN BRIDGE BLVD.BASED ON A SEPARATE PLANUNDER REVIEWFUTURE S E C T I O N A A - 2 SECTION A A - 1 F U T U R E S E C T I O N A A - 2 S E C T I O N A A - 1 03/29/2024 X X X X X X X X X XXXXXXXX S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSX XX XXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXC11ST#2SB#2CIPCIPSB#5SB#1CELCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGSSFSSFSSFSSFSSFSSFSSFLCGLCGDDDDDDDDSSFSSFSSFSSFSSFLCGLCGLCGLCGLCGLCGLCGSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFOPOPOPDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDILCILCILCILCILCILCILCILCILCILCILCILCILCILCOPTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSPSPSB/MB/MB/MB/MIPCIPTSCDCDCDC10SFSFSFSFSSFIPIPIPIPIPIPIPIPSSFCULVERT C10-C11 TO BEINSTALLED AS PART OFE&S 1 MEASURES TODIVERT CLEAN OFFSITEWATER. SEE STORMPROFILES SHEET 60.DO NOT CLEARSHADED AREASUNTIL ALL E&SCONTROLS AREINSTALLEDCONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. NOTIFYENGINEER OF CONFLICT.CONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. VERTICALRELOCATION EXPECTEDTO BE REQUIRED.CONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. NOTIFYENGINEER OF CONFLICT.WETLAND MITIGATIONBUFFER/DELINEATEDWETLANDS TO BEPROTECTED FROM LANDDISTURBANCE ACTIVITIES.EXISTING GASTRANSMISSIONLINE/EASEMENTCL A1 OUTLET PROTECTION NO RIP-RAPALLOWED TO IMPACT STREAM ORFLOOD PLAIN. DO NOT GO BEYOND TOPOF BANK. VERIFY STREAM LOCATIONWITH WETLAND CONSULTANT628624632628630628630631626628630 64864664464264064 8 6 4 6 6 4 4 6 4 2 64 0 642 640 64264064263862 8 63 06486466466486 5 0 6 3 2 6 3 4 6 3 4 6 3 2 6 2 8 63 6 63 2 63 4 636638640642644 644642AREA TO SB #1DA= 15.44 AC.AREA TO SB #5DA= 8.66 AC.AREA TO SB #2DA= 12.59 AC.AREA TO ST #2DA= 1.84 AC.6386406426406386346336366 3 8 6 3 6 6 3 4 6 3 3 630 632 634 636 637 637 636 634632 63 6 637637CONTRACTOR TO TEST PIT AND FIELDVERIFY EXISTING GAS LINE LOCATION.NOTIFY ENGINEER OF CONFLICT.RUNOFF REDUCTIONCOMPLIANCE FOREST/OPEN SPACE (SEE NOTE 2)SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWSSFTSDDTSDDTSDDTSCE151 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 & MARTINSBURG, WV1 = 60'7E&S PHASE IRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERNOTE:1.FOR FILLS IN AREAS OF PROPOSEDSTRUCTURES, (ROADWAYS, RESIDENTIALDWELLINGS, RETAINING WALL, ECT.),PLEASE SEE CURRENT GEOTECHNICALREPORT FOR MINIMUM CONTROLLEDFILL REQUIREMENTS. ALL CONTROLLEDFILLS SHALL BE PLACED IN ACCORDANCEWITH THE GEOTECHNICAL REPORT ANDCOORDINATED WITH THE DEVELOPER'SGEOTECHNICAL ENGINEER.2.THE RUNOFF REDUCTION COMPLIANCEFOREST/OPEN SPACE AREA IS NOT TO BEDISTURBED DURING CONSTRUCTION ANDSHOULD BE FENCED OFF WHENINSTALLING INITIAL EROSION ANDSEDIMENT CONTROL MEASURES.3.PERIMETER CONTROLS ARE TO BECOMPLETELY INSTALLED PRIOR TOSTARTING CONSTRUCTION OF SEDMIENTTRAPS AND SEDIMENT BASINS4.DIVERSION DIKES ARE TO BE MAINTAINEDDAILY AS THE AREA IS GRADEDSLOPE STABILITY ANALYSISSHALL BE REQUIRED FORROAD FILL EMBANKMENTSGREATER THAN 10' PERVDOT REQUIREMENTS.MATC H L I N E S H E E T 9FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY 1206003060SCALE: 1 = 60'TEMPORARY GRAVELCONSTRUCTION ENTRANCESUPER SILT FENCECULVERT INLET PROTECTIONROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.083.203.053.183.02LCGOPCIPSSFSFCECDSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDINGIPSTORM DRAININLET PROTECTION3.073.36B/MSOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDTEMPORARY SEDIMENT BASIN3.14SB3.31TSTEMPORARY SEEDINGTEMPORARYDIVERSION DIKE3.09DDCOMPOST FILTER SOCK(SEE FILTREX DETAIL)CFSCRITICAL AREA - EXISTING UNDERGROUND UTILITIESIN THE AREA (SANITARY AND GAS). CONTRACTOR TOTEST PIT AND COORDINATE ANY RELOCATION NEEDSWITH RESPECTIVE UTILITY PROVIDER AND ENGINEER.INITIALLIMITS OF CLEARING & GRADINGILCTEMPORARY SEDIMENT TRAP3.13STMATC H L I N E S H E E T 9 MATCH LINE SHEET 803/29/2024 X S S S S SSSSSSSSSSSSSSSSSSSSSSSSCIPSB5SB1CELCGLCGLCGLCGLCGSSFSSFSSFSSFSSFSSFSSFSSFSSFOPOPDDDDDDDDDDDDDDCDCDCDCDCDCDCDCDILCILCILCTSTSTSTSTSTSTSB/MB/MIPCIPIPIPIPIPIPIPIPIPSFSFLCGCONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. NOTIFYENGINEER OF CONFLICT.CONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. VERTICALRELOCATION EXPECTEDTO BE REQUIRED.PROTECTED FROM LANDDISTURBANCE ACTIVITIES.62862463262863062 6 62 8 63 0 64864 8 642 640 636638640642644 644642 APPROX. LOC.TEMPORAYBORROW PITWETLAND MITIGATIONBUFFER/DELINEATEDWETLANDS TO BEPROTECTED FROM LANDDISTURBANCE ACTIVITIES.EXISTING SWMRETENTIONPONDTS151 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 & MARTINSBURG, WV1 60'8E&S PHASE IRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION :NAME:RESPONSIBLE LAND DISTURBERSLOPE STABILITY ANALYSISSHALL BE REQUIRED FORROAD FILL EMBANKMENTSGREATER THAN 10' PERVDOT REQUIREMENTS.FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY 1206003060SCALE: 1 60'TEMPORARY GRAVELCONSTRUCTION ENTRANCESUPER SILT FENCECULVERT INLET PROTECTIONROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.083.203.053.183.02LCGOPCIPSSFSFCECDSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDINGIPSTORM DRAININLET PROTECTION3.073.36B/MSOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDTEMPORARY SEDIMENT BASIN3.14SB3.31TSTEMPORARY SEEDINGTEMPORARYDIVERSION DIKE3.09DDCOMPOST FILTER SOCK(SEE FILTREX DETAIL)CFSCRITICAL AREA - EXISTING UNDERGROUND UTILITIESIN THE AREA (SANITARY AND GAS). CONTRACTOR TOTEST PIT AND COORDINATE ANY RELOCATION NEEDSWITH RESPECTIVE UTILITY PROVIDER AND ENGINEER.INITIALLIMITS OF CLEARING & GRADINGILCTEMPORARY SEDIMENT TRAP3.13STMATCH LINE SHEET 7NOTE:1.FOR FILLS IN AREAS OF PROPOSEDSTRUCTURES, (ROADWAYS, RESIDENTIALDWELLINGS, RETAINING WALL, ECT.),PLEASE SEE CURRENT GEOTECHNICALREPORT FOR MINIMUM CONTROLLEDFILL REQUIREMENTS. ALL CONTROLLEDFILLS SHALL BE PLACED IN ACCORDANCEWITH THE GEOTECHNICAL REPORT ANDCOORDINATED WITH THE DEVELOPER'SGEOTECHNICAL ENGINEER.2.THE RUNOFF REDUCTION COMPLIANCEFOREST/OPEN SPACE AREA IS NOT TO BEDISTURBED DURING CONSTRUCTION ANDSHOULD BE FENCED OFF WHENINSTALLING INITIAL EROSION ANDSEDIMENT CONTROL MEASURES.3.PERIMETER CONTROLS ARE TO BECOMPLETELY INSTALLED PRIOR TOSTARTING CONSTRUCTION OF SEDMIENTTRAPS AND SEDIMENT BASINS4.DIVERSION DIKES ARE TO BE MAINTAINEDDAILY AS THE AREA IS GRADED03/29/2024 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEX135EX134EX133EX132EX131ARVXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXC11ST#1ST#2SB#4SB#3SB#2CIPLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFLCGLCGLCGLCGLCGDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDSSFSSFSSFLCGOPOPOPDDDDDDDDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDILCILCILCILCILCILCILCILCILCILCILCILCILCOPTSTSTSTSTSTSTSTSTSTSTSPSPSPSSSFB/MB/MB/MSSFCDCDCDCDPSSSFC10SFSFSFSFSSFSSFSSFSSFSSFDO NOT CLEARSHADED AREASUNTIL ALL E&SCONTROLS AREINSTALLEDCONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. NOTIFYENGINEER OF CONFLICT.CONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. NOTIFYENGINEER OF CONFLICT.EXISTING GASTRANSMISSIONLINE/EASEMENTCL A1 OUTLET PROTECTION NO RIP-RAPALLOWED TO IMPACT STREAM ORFLOOD PLAIN. DO NOT GO BEYOND TOPOF BANK. VERIFY STREAM LOCATIONWITH WETLAND CONSULTANTCL A1 OUTLET PROTECTION NO RIP-RAPALLOWED TO IMPACT STREAM OR FLOODPLAIN. DO NOT GO BEYOND TOP OF BANK.VERIFY STREAM LOCATION WITH WETLANDCONSULTANT642640642638628630648646646648650 642640638636634 632 630 628626 632630628624632634634632628636632634634634632 630632634634632AREA TO SB #4DA= 7.72 AC.CAPACITY FOR19.98 ACRESPROVIDEDWHEN ST#1AND SB#3 AREREMOVEDAREA TO ST #1DA= 1.87 AC.AREA TO SB #3DA= 9.22 AC.AREA TO ST #2DA= 1.84 AC.638640642638634633636638636634633 630632634636637637 636634632636637637 600602598606608610612614616618620622624604 606 608 610624622620619618616614618 620 622 624618620622617 622624624622616618619622622620625.5625.6625.5620.5620.5620.5620.5 625.5 625. 5 62 5 . 6 625.5625.6625.5634632630628626624628632630626624622SB #3 AND ST#1AREAS MAY BEDIVERTED TO SB #4WITH APPROPRIATEMEASURES AND BOTHPRACTICES MAY BEREMOVEDRUNOFF REDUCTIONCOMPLIANCE FOREST/OPEN SPACE (SEE NOTE 2)SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWSSFSSFRUNOFF REDUCTIONCOMPLIANCE FOREST/OPEN SPACE (SEE NOTE 2)LCGDDTS632634634630632634634633632631631632633 12.0 ' 3.0'CDCDILCLCGTSTS650 648 647 646 646648 649649 648647 64 6 649649 64864964912.0'4.0'SSSSSSSEX130LCGLCGOPPSSSFSSFCL A1 OUTLET PROTECTION NO RIP-RAPALLOWED TO IMPACT STREAM OR FLOODPLAIN. DO NOT GO BEYOND TOP OF BANK.VERIFY STREAM LOCATION WITH WETLANDCONSULTANT600602598606608610612151 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 & MARTINSBURG, WVAS SHOWN9E&S PHASE IRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1 CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERNOTE:1.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIALDWELLINGS, RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICALREPORT FOR MINIMUM CONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLSSHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT ANDCOORDINATED WITH THE DEVELOPER'S GEOTECHNICAL ENGINEER.2.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA IS NOT TO BEDISTURBED DURING CONSTRUCTION AND SHOULD BE FENCED OFF WHENINSTALLING INITIAL EROSION AND SEDIMENT CONTROL MEASURES.3.PERIMETER CONTROLS ARE TO BE COMPLETELY INSTALLED PRIOR TO STARTINGCONSTRUCTION OF SEDMIENT TRAPS AND SEDIMENT BASINS4.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA IS GRADEDSLOPE STABILITY ANALYSISSHALL BE REQUIRED FORROAD FILL EMBANKMENTSGREATER THAN 10' PERVDOT REQUIREMENTS.MATCH LINE SHEET 7 FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY TEMPORARY GRAVELCONSTRUCTION ENTRANCESUPER SILT FENCECULVERT INLET PROTECTIONROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.083.203.053.183.02LCGOPCIPSSFSFCECDSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDINGIPSTORM DRAININLET PROTECTION3.073.36B/MSOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDTEMPORARY SEDIMENT BASIN3.14SB3.31TSTEMPORARY SEEDINGTEMPORARYDIVERSION DIKE3.09DDCOMPOST FILTER SOCK(SEE FILTREX DETAIL)CFSCRITICAL AREA - EXISTING UNDERGROUND UTILITIESIN THE AREA (SANITARY AND GAS). CONTRACTOR TOTEST PIT AND COORDINATE ANY RELOCATION NEEDSWITH RESPECTIVE UTILITY PROVIDER AND ENGINEER.INITIALLIMITS OF CLEARING & GRADINGILCTEMPORARY SEDIMENT TRAP3.13ST1206003060SCALE: 1" = 60'603001530SCALE: 1" = 30'SEDIMENT TRAP #1 LAYOUTSCALE 1"=30' SEE DETAILS SHEET 20603001530SCALE: 1" = 30'SEDIMENT TRAP #2 LAYOUTSCALE 1"=30' SEE DETAILS SHEET 20MATCHLINE1206003060SCALE: 1" = 60'MATCH LINE SHEET 7 03/29/2024 X XX SSSSSSSSSSSSSSSCIPOPCDCDCDCDILCILCB/MCDCDLCGLCGLCGLCGSSFSSFSSFSSFDDTSTSTSTSPSTSWEIR5029WEIR 5029WEIR 5029 WEIR 5029 WEIR 5029TS TS631631631631630626624632624626628631 631628 626 6 2 6 6 2 8 6 3 0 CONTRACTOR TO TESTPIT AND FIELD VERIFYEXISTING GAS LINELOCATION. NOTIFYENGINEER OFCONFLICT.8.0'8.0'35'DESIGN HIGH WATER**(25YR STORM) = 629.61WET STORAGE627.0DRY STORAGE628.5SEDIMENT CLEAN OUT LEVEL625.1EMERGENCYSPILLWAYELEVATION 629.50WIDTH 35'SC 250 LINING BYNA GREEN ORAPPROVEDEQUIVALENT7" ORIFICE151 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 & MARTINSBURG, WV E&S PHASE I BASIN 1 DETAILSRev. No.Date STEPHENSON VILLAGE II STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIAAS SHOWN1012/11/2023TTC/ZJ 792760B603001530SCALE: 1" = 30'CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERFOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!Notes:·**Area within design high water area toremain at grades shown on E&S Phase Iplan until stabilization and transition toE&S Phase II planSEDIMENT BASIN #1 LAYOUTSCALE 1"=30'BASIN 1,3 & 5 ONLY03/29/2024 SSSSSSSSSSSSSSSSEX135OPCDCDCDILCILCILCILCILCB/MB/MLCGLCGLCGLCGLCGLCGLCGSAFSAFSAFSAFSAFSAFSAFSSFSSFSSFSSFSSFSSFDDDDDDTSTSTSTSTSTSTSTSPSPSPSPSTSTSPSWEIR8535 WE I R 5533 WE I R 5533SF 28002840SSFSSFCDCDCDCDCDCDTS6 3 2 6 3 4 6 3 5 6 3 5 6 3 4 6 3 2 6 3 0 6 2 8 6 2 8 6 3 0 6 3 2 6 3 4 63 6628630632634636638 8.0'40.0' 12.0 '8.0'EMERGENCYSPILLWAYELEVATION 635.85WIDTH 40'SC 250 LINING BYNA GREEN ORAPPROVEDEQUIVALENTWET STORAGEDRY STORAGEDESIGN HIGH WATER**(25 YR STORM) = 633.43EMERGENCYSPILLWAYELEVATION 633.55WIDTH 12'SC 250 LINING BYNA GREEN ORAPPROVEDEQUIVALENTORIFICEDESIGN HIGHWATER**(25YR STORM) =635.90DRY STORAGE634.85SEDIMENTCLEAN OUTLEVEL 631.77" ORIFICEWET STORAGE633.0SEDIMENT CLEANOUT LEVEL 629.68.0'8.0'630632634636636634633630632636636632633634630638636634630630632634636637637636634632633633632630632633634636637637636634632634636633634636637637636633634636638640642640638636634633 637637637637637.10637.10634.85634.85635.90631.70635.90637.10637.10637.10637637634.85634.85635.90635.90 634.85 635.90634.85635.90 634.85635.90638640 111110SSSSSSSSSSSSSSEX134OPOPCDCDILCILCB/MLCGLCGLCGLCGLCGSAFSAFSAFSAFSSFSSFSSFDDTSTSPSPSPSWE I R 5533 WE I R 5533 SSFSSFTSTS62662863063263463263463463563563563464264 0638636 6 3 4 6 3 2 6 3 4 6 3 5 6 3 5 6 3 4 6 3 2 6 3 0 6 2 8 6346326306286 2 8 6 3 0 6 3 2 6 3 4 63 6628630632634636638 CL A1 OUTLETPROTECTION NORIP-RAP ALLOWED TOIMPACT STREAM ORFLOOD PLAIN. DO NOTGO BEYOND TOP OFBANK. VERIFY STREAMLOCATION WITHWETLANDCONSULTANT8.0'12.0'8.0'8 . 0 'WET STORAGE630.75DRY STORAGE632.55DESIGN HIGH WATER**(25 YR STORM) = 633.43EMERGENCYSPILLWAYELEVATION 633.55WIDTH 12'SC 250 LINING BYNA GREEN ORAPPROVEDEQUIVALENTVDOT CL A1 RIPRAP 18" THICK6"ORIFICESEDIMENT CLEANOUT LEVEL 629.6630632634636636634633630632637637637.10631.70635.90111 110151 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 & MARTINSBURG, WV E&S PHASE I BASIN 2&3 DETAILSRev. No.Date STEPHENSON VILLAGE II STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIAAS SHOWN1112/11/2023TTC/ZJ 792760B603001530SCALE: 1" = 30'FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!Notes:·See Storm Sewer Profiles and SWM/PondDetail sheets(12,29-30) for structure and outfalldetails including anti-seep protections·Structure 111 to have 7" orifice provided forE&S 1. Opening to be have permanent watertight seal installed over orifice when pond isconverted.·**Area within design high water area to remainat grades shown on E&S Phase I plan untilstabilization and transition to E&S Phase II planSEDIMENT BASIN #2 LAYOUTSCALE 1"=30'CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERNotes:·**Area within design high water area toremain at grades shown on E&S Phase Iplan until stabilization and transition to E&SPhase II plan603001530SCALE: 1" = 30'SEDIMENT BASIN #3 LAYOUTSCALE 1"=30'03/29/2024 BASIN 2 TO POND 2 CONVERSION DETAIL STEPHENSON VILLAGE II 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 & MARTINSBURG, WVRev. No.Date AS SHOWN1212/11/2023TTC/ZJ 792760B36" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)5'0.75'TOP OF RISERELEV =634.85TYP.TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUALPRECAST RCP BASE ANDRISER STRUCTURE (VDOT A4CONCRETE) - 5' INSIDEDIAMETERCONCRETE FILLFOR BUOYANCYELEV = 629.56 POND 2 WET POND LVL 1 PRINCIPALRISER PLAN VIEWNTSTOP TRASH RACK NOTSHOWN FOR CLARITY36" PIPEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT A4CONCRETE) - 5' INSIDEDIAMETERPLASTIC SOLUTIONS TRASHRACK OR APPROVED EQUAL2.5'3:110' AQUATIC BENCH(0"-18" DEEP)627.90DEWATERING SUMP6" ORIFICEELEV =633.9010' AQUATICBENCH (0"-18"DEEP)PLASTIC SOLUTIONS TRASHRACK OR APPROVED EQUALPROP. GRADE6.67'0.95'MINUMUMMIN 6" THICK WALLMIN 6" THICK WALL6" ORIFICE POND 2 WET POND LVL 1 PRINCIPALRISER SECTIONNTS9" DEWATERING TUBEPER E&S DETAILS7" ORIFICE9" DEWATERING TUBEPER E&S DETAILSSEDIMENT BASIN #2 CONVERSION TO SWM POND "2" NOTES:1.THE DETAIL ABOVE SHOWS THE PRINCIPAL RISER AND OUTFALL STRUCTURE COLOR GRAY AND THE MODIFICATIONS TO THERISER, FOR E&S PURPOSES, ARE SHOWN COLOR BLACK IN ORDER TO HIGHLIGHT THE TEMPORARY CHANGES.2.INSTALL PRINCIPAL RISER , OUTLET PIPE, AND DAM EMBANKMENT AS SHOWN ON E&S PHASE I SHEETS.3.DURING E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, THE PRINCIPAL RISER SHALL BE MODIFIED AS SHOWN ABOVE.TEMPORARILY BLOCK THE 6" ORIFICE OPENING WITH A 14" STEEL PLATE. INSTALL TEMPORARY 7" DEWATERING ORIFICE ANDDEWATER DEVICE.4.TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN, DEWATER BASIN AS NECESSARY USING PUMPED WATER FILTER BAG.REMOVE ALL ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE BASIN. REGRADE BASIN BOTTOM TO MATCH PROPOSEDGRADING PLAN. REMOVE TEMPORARY DEWATERING DEVICE AND CLOSE 7" DEWATERING ORIFICE OPENING. REMOVE THE14" STEEL PLATE FROM THE 6" ORIFICE OPENING. SEE SWM BASIN DETAILS.*WATERTIGHT 14" STEEL PLATEBOLTED TO BOX DURING E&SPH1TEMP. SEDIMENT BASIN7" DEWATERING ORIFICEELEV.=633.00DRY STORAGE ELEV = 634.85WET STORAGE ELEV = 633.0025 YR WS ELEV 635.903/29/2024 SSSSSSSSSSSSSSSSSSSS170171172173174175176177OPCDCDILCB/MLCGLCGLCGLCGLCGLCGSAFSAFSAFSAFTSTSPSPSTSTSPSWEIR0024CDSAFSSFSSFSSFSSFWEIR0021CL A1 OUTLETPROTECTION NORIP-RAP ALLOWED TOIMPACT STREAM ORFLOOD PLAIN. DO NOTGO BEYOND TOP OFBANK. VERIFY STREAMLOCATION WITHWETLANDCONSULTANT12.0'50'12'DESIGN HIGH WATER**(25YR STORM) = 624.32WET STORAGE620.5DRY STORAGE623.0SEDIMENT CLEAN OUT LEVEL619.0EMERGENCYSPILLWAYELEVATION 624.0WIDTH 50'SC 250 LINING BYNA GREEN ORAPPROVEDEQUIVALENT6"ORIFICE8.0'600602606604602604606 608 610612614616624618620622630628626622624628632630634626 624606608610612614616618620622624622620618616614619619616618620622622620619618617624 612 614 616618620622622623624614619614616618620617619618620622623624617619618620619 622624618620622623624616628630626622623624624.5620.5620.5620.5620.5620.5620.5620.5620.5625.5625.5 625.6 625.5625.6625.5 625.5625.6625.5625.5625.5625.66.0' TOP = 622.00SSSSSSSSSSSSEX137244OPCDCDB/MLCGLCGLCGSAFSAFSAFSSFSSFSSFSSFSSFSSFSSFPSPSWEIR3542644646648642 6 4 4 6 4 6 6 4 8 636 638 640 642 644 644 642 640 642 640 639 640 639 63964264063920.0'6' Min6.0'DESIGN HIGH WATER**(25YR STORM) = 642.75WET STORAGE640.2DRY STORAGE641.3SEDIMENT CLEANOUT LEVEL 639.2EMERGENCYSPILLWAYELEVATION 642.35WIDTH 20'SC 150 LINING BYNA GREEN ORAPPROVEDEQUIVALENTVDOT CL A1 RIPRAP 18" THICK6"ORIFICE151 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 & MARTINSBURG, WVRev. No.Date 603001530SCALE: 1" = 30'CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBER603001530SCALE: 1" = 30'E&S PHASE I BASIN 4&5 DETAILS STEPHENSON VILLAGE II STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIAAS SHOWN1312/11/2023TTC/ZJ 792760BFOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!SEDIMENT BASIN #4 LAYOUTSCALE 1"=30'Notes:·See sheet 14 for structure and outfall detailsincluding anti-seep protections·**Area within design high water area to remainat grades shown on E&S Phase I plan untilstabilization and transition to E&S Phase II planNotes:·**Area within design high water area to remain at grades shown on E&S Phase Iplan until stabilization and transition to E&S Phase II planSEDIMENT BASIN #5 LAYOUTSCALE 1"=30'03/29/2024 -0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+005805855905956006056106156206256306356406456'NORMAL POOL ELE9 = 620.510' AQUATIC BENCH0"-18" DEEPDEEP POOLTY= 32318 IW3FOREBAYTY= 13164 IW3CL A1 RIPRAPE; GRADEPROP GRADE1:147' - 30"RCP IIIW.T.-OINTS # 1.8627' - 30"ADS N-12 # 2.1021' - 30"ADS N-12 # 2.1016' - 30"ADS N-12 # 2.1043' - 30"ADS N-12 # 2.1039' - 30"ADS N-12 # 2.0031' - 30"ADS N-12 # 2.111771761751741731721711703+69.07 = BDVH IN9 IN = 620.50 6" ORIFICE IN9 OUT = 616.85 4+15.67 = MH2 IN9 IN = 615.98 IN9 OUT = 612.16 4+42.21 = MH2 IN9 IN = 611.61 IN9 OUT = 607.61 4+63.12 = MH2 IN9 IN = 607.17 IN9 OUT = 603.174+78.93 = MH2 IN9 IN = 602.84 IN9 OUT = 598.84 5+21.47 = MH2 IN9 IN = 597.94 IN9 OUT = 595.94 5+60.84 = MH2 IN9 IN = 595.16 IN9 OUT = 594.16 5+91.95 = ES-1 30 IN9 OUT = 593.50 TOP = 623.00 60" RISER TOP = 625.00 TOP = 617.26 TOP = 611.32 TOP = 608.50 TOP = 603.50 TOP = 600.50IN9NCRETECRADLEEMERGENCY SPILLWAY ELE9 = 624.00LINE WITH SCS 250 MAT BY NA GREEN OR APPR.EQUI9.DAM TOP ELE9 = 625.50HOMOGENEOUS FILL IN9MPACTED TO 95 DENSITY580585590595600605610615620625630635640645PHREATICLINE4:1MIN 4' WIDE CLAY IN9RE W4'DEEP CUTOFF TRENCH 1:1SIDE SLOPES OR FLATTER12'1YR WS ELE9 = 622.9010YR WS ELE9 = 623.80SPILLWAY 1SEE DETAILTHIS SHEET100YR WS ELE9 = 624.44POND 2 SECTION 'A'H: 1"=50'9: 1"=5'6" MIN TOPSOILIN99ERMIN 2' CLAY LINER ORAPPRO9ED GEOSYNTHETIC WMIN 6" TOPSOIL CAP ENTIREFACILITY TO 10YR W.S.E.CL 1 RIPRAPBASIN 4 TO POND 4 CON9ERSION DETAIL STEPHENSON 9ILLAGE II 151 WLQG\ HLOO LDQH WLQFKHVWHU 9LUJLQLD 22602 THOHSKRQH: 540 662-4185 FD[: 540 722-9528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SER9ING 9IRGINIA WEST 9IRGINIA OFFICES IN: WINCHESTER 9A MARTINSBURG W9RHY. NR.DDWH AS SHOWN1412112023TTC=- 792760BNOTES:1.THE 100 YEAR WATER SURFACE ELE9ATION WSE ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED AND THE STARTING WSE IS THE TOP OF THE RISER.2.ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER OR CONSTRUCTION INSPECTOR.3.EMBAN.MENT CONTROLLED FILL SOIL MATERIALS TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER.4.REFER TO GENERAL NOTES - PERMANENT SWM EMBAN.MENT NOTES ON SHEET 2.5.PHREATICLINE DOES NOT CROSS THE TOE OF THE EMBAN.MENT THEREFORE NO DRAINAGE SYSTEM IS REQUIRED.6.POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINED SOILS. FINE GRAINED SOILS SHALL HA9E STONE 1" OR LESS IN DIAMETER FOR A MINIMUM OF 2' AROUND PIPE IN AREAS OF BAC.FILL.7.CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE OR HIGHER WITH 1:1 SIDE SLOPES.8.CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROM GEOTECHNICAL REPORT.9.CONCRETE CRADLE DETAIL PRO9IDED ON SWM POND 2 DETAILS SHEET 30.CLAY LINER NOTES:1.A CLAY LINER SHOULD HA9E A MINIMUM THIC.NESS OF 24 INCHES ANDSHOULD COMPLY WITH THE SPECIFICATIONS PRO9IDED IN TABLE 3.07-3.2.A LAYER OF COMPACTED TOPSOIL MINIMUM 6-12 INCHES THIC. SHOULD BEPLACED O9ER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEEDMI;TURE REFER TO 9ESCH 1992 EDITION.3.A SYNTHETIC LINER WITH A MINIMUM THIC.NESS OF 60 MIL. OR OTHER LINERTYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PRO9IDED9ERIFYING THE LINER MATERIAL'S PERFORMANCE.50'EMERGENCY SPILLWAYNOT TO SCALE1.5'5:15: 1 TOP OF BERM = 625.5065'ELE9 = 624.0010' WIDEAQUATICBENCHAQUATIC BENCH DETAILNOT TO SCALE15NORMALPOOLSCS 250MATTING BYNA GREEN ORAPPRO9EDEQUI9.10'SPILLWAY 1NOT TO SCALE1.00'5:15: 1 20'ELE9 = 621.00CL 1 RIP RAP2' DEEP30" RCP ASTM C-361RUBBER GAS.ETSW.T. -OINTS5'0.75'TOP OF RISERELE9 =623.00TYP.TRASH RAC. BYPLASTIC SOLUTION ORAPPRO9ED EQUALPRECAST RCP BASE ANDRISER STRUCTURE 9DOT A4CONCRETE - 5' INSIDEDIAMETERCONCRETE FILLFOR BUOYANCYWET STORAGE ELE9 620.50ELE9 = 616.85 POND 4 WET POND L9L 1 PRINCIPALRISER PLAN 9IEWNTSTOP TRASH RAC. NOTSHOWN FOR CLARITY30" PIPEPRECAST RCP BASE ANDRISER STRUCTURE 9DOT A4CONCRETE - 5' INSIDEDIAMETERPLASTIC SOLUTIONS TRASHRAC. OR APPRO9ED EQUAL2.5'3:110' AQUATIC BENCH0"-18" DEEP613.00DEWATERING SUMP6" ORIFICEELE9 =620.5010' AQUATICBENCH 0"-18"DEEPPLASTIC SOLUTIONS TRASHRAC. OR APPRO9ED EQUALSUBSTITUTE WITH 8"DEWATERING TUBE PER E SDETAILS DURING USE ASSEDIMENT BASINPROP. GRADE6.67'1.29'MINUMUMMIN 6" THIC. WALLMIN 6" THIC. WALLNON WO9ENGEOTE;TILE6" ORIFICE POND 4 WET POND L9L 1 PRINCIPALRISER SECTIONNTSSCALE: 1" = 50'50250501005:18" DEWATERING TUBEPER E S DETAILSDRY STORAGE ELE9 = 623.0025 YR WS ELE9 624.32SEDIMENT BASIN 4 CON9ERSION TO SWM POND "4" NOTES:1.THE DETAIL ABO9E SHOWS THE PRINCIPAL RISER AND OUTFALL STRUCTURE COLORGRAY AND THE MODIFICATIONS TO THE RISER FOR E S PURPOSES ARE SHOWN COLORBLAC. IN ORDER TO HIGHLIGHT THE TEMPORARY CHANGES.2.INSTALL PRINCIPAL RISER OUTLET PIPE AND DAM EMBAN.MENT AS SHOWN ON E SPHASE I SHEETS.3.DURING E S PHASE WHILE IN USE AS A SEDIMENT BASIN THE PRINCIPAL RISER SHALL BEMODIFIED AS SHOWN ABO9E. INSTALL TEMPORARY 6" DEWATERING ORIFICE ANDDEWATER DE9ICE IN LIEU OF THE ORIFICE TRASH RAC..4.TO CON9ERT FROM SEDIMENT BASIN TO SWM BASIN DEWATER BASIN AS NECESSARYUSING PUMPED WATER FILTER BAG. REMO9E ALL ACCUMULATED SEDIMENT FROM THEBOTTOM OF THE BASIN. REGRADE BASIN BOTTOM TO MATCH PROPOSED GRADING PLAN.REMO9E TEMPORARY DEWATERING DE9ICE AND INSTALL ORIFICE TRASH RAC.. SEESWM BASIN DETAILS.03/29/2024 X SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS646 644 640 642 638 640 638640638640642638640640638640642638644646648644640642638646646 646 6486486486 4 6 6446426406426406446446 4 6 6 4 0642 6 3 8 648646648650646648648646 6466466486466446446466 4 8 64 6 6466466386386 4 0 6 3 8 6 3 8638638636 636634636638638639638638640639 639638636634 636638 6 4 0 6 4 2 638640642 644646636638634630628626624622624632630626628626628632630634640638638636 642642642640636638632632630634636634636644642630632634638636638640642644 644644648648646648646646640642638638 6 4 4 6 4 6 640638636 634644646642646 648 642 644 646 648646638636634638636 650646648650648648650648648640648 652 644646648650 646648WAGTAI L LANE44' ROWWAGTAIL LANE52' ROWKEYSTONE LANE52' ROWCASTAWAY PLACE40' ROWGRANITE RIDGE DRIVE85' ROWSNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWSIGHTDISTANCEESM'TSIGHT DISTANCE ESM'TIPIPIPIPIPIPIPIPIPOPOPIPIPOPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPOPOPOPIPIP17161515A84A84B84858686A19A191818A125A1256283618182608083A71A7170C441405051245244246247241C241A241B123114A143233C21312A30IPIPIPIPIPSNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWCIPLCGCIPCIPIPIPCIPLCGCECONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. VERTICALRELOCATION EXPECTEDTO BE REQUIRED.SAFSAFSAFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFTO STR #17DA=0.74 AC.C=0.78TO STR #15ADA=7.09C=0.41TO STR #84DA=0.17 AC.C=0.42TO STR #85DA=0.10 AC.C=0.54TO STR #86DA=0.43 AC.C=0.55TO STR #86ADA=0.09 AC.C=0.53TO STR #19ADA=0.67 AC.C=0.81TO STR #19DA=0.45 AC.C=0.58TO STR #18DA=0.12 AC.C=0.72TO STR #18ADA=0.23 AC.C=0.71TO STR #125ADA=0.50 AC.C=0.43TO STR #124ADA=0.84 AC.C=0.54TO STR #62DA=0.15 AC.C=0.81TO STR #83DA=0.29 AC.C=0.73TO STR #61DA=0.15 AC.C=0.79TO STR #81DA=0.10 AC.C=0.77TO STR #82DA=0.17 AC.C=0.79TO STR #83ADA=0.16 AC.C=0.73TO STR #71DA=0.10 AC.C=0.68TO STR #71ADA=0.19 AC.C=0.74TO STR #C4DA=6.23 AC.C=0.60TO STR #245DA=0.29 AC.C=0.65TO STR #244DA=0.19 AC.C=0.65TO STR #246DA=0.11 AC.C=0.57TO STR #247DA=0.24 AC.C=0.62C=0.70TO STR #241CDA=0.17 AC.C=0.59TO STR #241ADA=0.14 AC.C=0.75TO STR #241BDA=0.52 AC.C=0.78TO STR #12DA=0.42 AC.C=0.52TO STR #14ADA=1.23 AC.C=0.54TO STR #14DA=0.34 AC.C=0.51TO STR #32DA=0.15 AC.C=0.80TO STR #33DA=0.24 AC.C=0.73TO CULVERT #C2DA=16.95 AC.C=0.34TO STR #13DA=0.86 AC.C=0.80TO STR #243DA=0.43 AC.C=0.50TO STR #16DA=0.18 AC.C=0.68TO STR #11DA=0.24 AC.C=0.62TO STR #236DA=0.82 AC.C=0.60TO STR #241DA=0.19 AC.C=0.70TO STR #242DA=0.23 AC.C=0.68TO STR #243ADA=2.20 AC.C=0.38151 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 & MARTINSBURG, WV15E&S PHASE IIRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-11 = 30'CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBER603001530SCALE: 1 = 30'NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOILSTABILIZATION BLANKETS (EC-2).2.WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTED UNTILALL UPSTREAM DRAINAGE IS FULLY STABILIZED WITHPERMANENT GROUND COVER.3.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACEAREA IS NOT TO BE DISTURBED DURING CONSTRUCTION ANDSHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSIONAND SEDIMENT CONTROL MEASURES.4.SEE SHEET 16 FOR E&S LEGEND.MATCH LINE-SHEET 16MATCH LINE-SHEET 1703/29/2024 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS648648648640646648650646648644644646642644646644648646650644 642642644646648644646648650 6446466486306326346366376376376366346326 3 0 6 3 2 6 3 4 6 3 4 6 3 6 6 3 7 6 3 7 6 3 6 6 3 4 6 3 2 63 7 630 632 63 4 63 6 630634636638634632 634 636 638 634 63 2 634 637 636 637 636 630644642640638636634632630 637 637 636642 640638632.4 633.9 629.4 632.4 633.9 6 3 2 . 4 6 3 3 . 9 6 2 9 . 4 633.9632.4GRANITE RIDGE DRIVE85' ROWGRANITE RIDGE DRIVE54' ROWSNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWSECTI O N A A - 1 SECTIO N A A - 2 S E C T I O N A A - 1 S E C T I O N A A - 2 SECTION AA-1SECTION AA-2IPIPIPIPIPIPIPIPIPIPIPIPIPIPIPOPOPIP125A125124A124123122131130121121A130AC1012071A245246247248249SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWCIPWETLAND MITIGATIONBUFFER/DELINEATEDWETLANDS TO BEPROTECTED FROM LANDDISTURBANCE ACTIVITIES.RUNOFF REDUCTIONCOMPLIANCE FOREST/OPEN SPACE (SEE NOTE 2)CL A1 OUTLET PROTECTIONNO RIP-RAP ALLOWED TOIMPACT STREAM OR FLOODPLAIN. DO NOT GO BEYONDTOP OF BANK. VERIFYSTREAM LOCATION WITHWETLAND CONSULTANTCL A1 OUTLET PROTECTIONNO RIP-RAP ALLOWED TOIMPACT STREAM OR FLOODPLAIN. DO NOT GO BEYONDTOP OF BANK. VERIFYSTREAM LOCATION WITHWETLAND CONSULTANTRUNOFF REDUCTIONCOMPLIANCE FOREST/OPEN SPACE (SEE NOTE 2)SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG634634WE I R 5533 WE I R 5533 63862 8 63 0 642640638 6 3 6634 6 3 2 6 3 0 62 8626 6326306286 2 4 6 3 2 6 3 4 6 3 2 6 2 8 63 6 63 2 63 4 6326 3 4 SSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFDDCDCDCDSSFSSFSB#3OPTSCONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. NOTIFYENGINEER OF CONFLICT.CONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. NOTIFYENGINEER OF CONFLICT.SB#2OPPSPSB/MB/MDDDDDDTSSSFSSFSSFCDCDCDCDCDDDTSDDCONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. VERTICALRELOCATION EXPECTEDTO BE REQUIRED.TO STR #125ADA=0.50 AC.C=0.43TO STR #124DA=0.14 AC.C=0.67TO STR #124ADA=0.84 AC.C=0.54TO STR #123DA=0.15 AC.C=0.68TO STR #122DA=0.10 AC.C=0.78TO STR #131DA=0.18 AC.C=0.76TO STR #121DA=0.03 AC.C=0.77TO STR #121A*DA=0.21 AC.C=0.70TO STR #83ADA=0.16 AC.C=0.73TO STR #71DA=0.10 AC.C=0.68TO STR #71ADA=0.19 AC.C=0.74TO STR #245DA=0.29 AC.C=0.65TO STR #246DA=0.11 AC.C=0.57TO STR #247DA=0.24 AC.C=0.62TO STR #248DA=0.16 AC.C=0.69TO STR #249DA=0.36 AC.C=0.69TO STR #243ADA=2.20 AC.C=0.38FUTURE SECTION AA-2SECTION AA-1SECTIO N A A - 1 FUTURE S E C T I O N A A - 2 S E C T I O N A A - 1 F U T U R E S E C T I O N A A - 2 AREA TO SB #3DA= 9.22 AC.AREA TO SB #2DA= 12.59 AC.AREA TO ST #1DA= 1.87 AC.SB #3 AND ST#1 AREASMAY BE DIVERTED TO SB#4 WITH APPROPRIATEMEASURES AND BOTHPRACTICES MAY BEREMOVED151 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 & MARTINSBURG, WV16E&S PHASE IIRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-11 = 30 CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBER603001530SCALE: 1 = 30 MATCH LINE-SHEET 15 MATCH LINE-SHEET 18NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOILSTABILIZATION BLANKETS (EC-2).2.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACEAREA IS NOT TO BE DISTURBED DURING CONSTRUCTION ANDSHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSIONAND SEDIMENT CONTROL MEASURES.3.WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTED UNTILALL UPSTREAM DRAINAGE IS FULLY STABILIZED WITHPERMANENT GROUND COVER.TEMPORARY GRAVELCONSTRUCTION ENTRANCESUPER SILT FENCEROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.203.053.183.02LCGOPSSFSFCECDSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDINGIPSTORM DRAININLET PROTECTION3.073.36B/MSOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDTEMPORARY SEDIMENT BASIN3.14SB3.31TSTEMPORARY SEEDINGTEMPORARYDIVERSION DIKE3.09DDCRITICAL SLOPE - EXISTING UNDERGROUND UTILITIESIN THE AREA (SANITARY AND GAS). CONTRACTOR TOTEST PIT AND COORDINATE ANY RELOCATION NEEDSWITH RESPECTIVE UTILITY PROVIDER AND ENGINEER.CULVERT INLET PROTECTION3.08CIPTEMPORARY SEDIMENT TRAP3.13ST03/29/2024 X X X X X X X X X X X X X X X X X X XXXXXXXX X XXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX648648646 6466486466446446466 4 8 648648646648646646640642638638 646 648 648646648650652654 6566 5 8 6586566566546 5 2 6 5 0 6 5 0658656654 6 5 2 6 5 0 638636634638636638638640642638638640642642644646642644646648646650648648650652654 654656656658658656654652654656658654656658660660660658656658660660658656656 654656 654652652652654656654 6 5 6 658 6566546 5 2 652650646648650648648650654656656654654 652652650648650 648652654648644640648650652654656652 652654652652 6 5 8 654644646648650 648 650 648 648 650650652654652 652 652654656646648KEYSTONE LANE44' ROWMAGPIE LANE47' ROWHEIRLOOM WAY44' ROWWEBSTER COURT52' ROWWEBSTER COURT52' ROWMAGPIE LANE47' ROWVERMILLION LANE36' ROWSIGHT DISTANCE ESM'TIPIPIPIPIPIPIPIPIPOPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIP23222020B20A15A10610520C8889908787A87B84A84B84858686A19125A125126127128129129A21CIPIPIPCIPLCGTO STR #23DA=0.24 AC.C=0.84TO STR #22DA=0.34 AC.C=0.82TO STR #20DA=0.59 AC.C=0.59TO STR #20BDA=0.73 AC.C=0.76TO STR #17DA=0.74 AC.C=0.78TO STR #15ADA=7.09C=0.41TO STR #106DA=0.09 AC.C=0.65TO STR #20CDA=0.62 AC.C=0.83TO STR #88DA=0.11 AC.C=0.52TO STR #89DA=0.23 AC.C=0.82TO STR #90DA=0.21 AC.C=0.82TO STR #87DA=0.64 AC.C=0.58TO STR #87ADA=0.37 AC.C=0.84TO STR #87BDA=0.34 AC.C=0.83TO STR #84ADA=0.14 AC.C=0.76TO STR #84BDA=0.08 AC.C=0.73TO STR #84DA=0.17 AC.C=0.42TO STR #85DA=0.10 AC.C=0.54TO STR #86DA=0.43 AC.C=0.55TO STR #86ADA=0.09 AC.C=0.53TO STR #19ADA=0.67 AC.C=0.81TO STR #19DA=0.45 AC.C=0.58TO STR #125ADA=0.50 AC.C=0.43TO STR #124ADA=0.84 AC.C=0.54TO STR #126DA=0.41 AC.C=0.50TO STR #127DA=0.12 AC.C=0.53TO STR #128DA=0.30 AC.C=0.83TO STR #128ADA=0.21 AC.C=0.80TO STR #129ADA=4.12 AC.C=0.34TO STR #21DA=0.17 AC.C=0.55151 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 & MARTINSBURG, WV17E&S PHASE IIRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-11 = 30'603001530SCALE: 1 = 30'MATCH LINE-SHEET 15MATCH LINE-SHEET 18NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2).2.WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTED UNTIL ALL UPSTREAM DRAINAGE ISFULLY STABILIZED WITH PERMANENT GROUND COVER.3.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA IS NOT TO BE DISTURBEDDURING CONSTRUCTION AND SHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSION ANDSEDIMENT CONTROL MEASURES.4.SEE SHEET 16 FOR E&S LEGEND.03/29/2024 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX646648644644646644648646656650654652654656658654656658658656 6506526546546 5 0 652 650648652654 650648646644642642644646648644646648650648650648648650650652654652652652654656652650650648648650 652650646648650644 646 648 642 640644646646648650 644646648644642640638636634632630637 637 636642 640638629.4 632.4 633.9642LAWFORD WAY52' ROWWEBSTER COURT52' ROWGRANITE RIDGE DRIVE54' ROWVERMILLION LANE36' ROWPROPOSED RETAININGWALL(5.5' MAX HEIGHT)SECTI O N A A - 1 SECTI O N A A - 2 SECTI O N A A - 1 SECTI O N A A - 2 SECTI O N A A - 1 SECTI O N A A - 2IPIPIPIPIPIPOPIPIPIPIPIPIPIPIPIPIPIPIPOPOP 125A125124A124126127128128A129129A101100C11133123122131132130121121A130AC10120CIPLCG6486466466486 5 0 SSFSSFSSFCONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. NOTIFYENGINEER OF CONFLICT.PSDDDDST#2CDCDTSDDDDDDDDEXISTING GASTRANSMISSIONLINE/EASEMENTCONTRACTOR TO TEST PIT AND FIELDVERIFY EXISTING GAS LINE LOCATION.NOTIFY ENGINEER OF CONFLICT.SFSFSFSFSFSSFSSFSSFSSFSSFSSFSSFSSFSSFLCGLCGLCGLCGLCGLCGCIPTO STR #87BDA=0.34 AC.C=0.83TO STR #125ADA=0.50 AC.C=0.43TO STR #124DA=0.14 AC.C=0.67TO STR #124ADA=0.84 AC.C=0.54TO STR #126DA=0.41 AC.C=0.50TO STR #127DA=0.12 AC.C=0.53TO STR #128DA=0.30 AC.C=0.83TO STR #128ADA=0.21 AC.C=0.80TO STR #129ADA=4.12 AC.C=0.34TO STR #101DA=0.21 AC.C=0.76TO STR #C11DA=17.79 AC.C=0.31TO STR #133DA=0.80 AC.C=0.77TO STR #123DA=0.15 AC.C=0.68TO STR #122DA=0.10 AC.C=0.78TO STR #131DA=0.18 AC.C=0.76TO STR #132DA=0.35 AC.C=0.70TO STR #130DA=0.08 AC.C=0.66TO STR #121DA=0.03 AC.C=0.77TO STR #121A*DA=0.21 AC.C=0.70TO STR #130A*DA=0.31 AC.C=0.71SECTIO N A A - 1 FUTURE S E C T I O N A A - 2 SECTIO N A A - 1 FUTURE S E C T I O N A A - 2 AREA TO ST #2DA= 1.84 AC.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 & MARTINSBURG, WV18E&S PHASE IIRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-11 = 30'CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBER603001530SCALE: 1 = 30'MATCH LINE-SHEET 17 NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOILSTABILIZATION BLANKETS (EC-2).2.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACEAREA IS NOT TO BE DISTURBED DURING CONSTRUCTION ANDSHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSIONAND SEDIMENT CONTROL MEASURES.3.WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTED UNTILALL UPSTREAM DRAINAGE IS FULLY STABILIZED WITHPERMANENT GROUND COVER.4.SEE SHEET 16 FOR E&S LEGEND.5.*STRUCTURES SIZED FOR FUTURE DEVELOPMENTMATCH LINE-SHEET 16MATCH LINE-SHEET 17 03/29/2024 19E&S NARRATIVE AS SHOWNSTEPHENSON VILLAGE II SECTION AA-1 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760B151 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 & MARTINSBURG, WVRev. No.Date MINIMUM CONSTRUCTION STANDARDSAn erosion and sediment control program adopted with this plan must be consistent withthe VSECH for 9VAC25-840-40 minimum standards:1.Permanent or temporary soil stabilization shall be applied to denuded areas withinseven days after final grade is reached on any portion of the site. Temporary soilstabilization shall be applied within seven days to denuded areas that may not be atfinal grade but will remain dormant for longer than 14 days. Permanent stabilizationshall be applied to areas that are to be left dormant for more than one year.2.During construction of the project, soil stock piles and borrow areas shall be stabilizedor protected with sediment trapping measures. The applicant is responsible for thetemporary protection and permanent stabilization of all soil stockpiles on site as wellas borrow areas and soil intentionally transported from the project site.3.A permanent vegetative cover shall be established on denuded areas not otherwisepermanently stabilized. Permanent vegetation shall not be considered establisheduntil a ground cover is achieved that is uniform, mature enough to survive and willinhibit erosion.4.Sediment basins and traps, perimeter dikes, sediment barriers and other measuresintended to trap sediment shall be constructed as a first step in any land-disturbingactivity and shall be made functional before upslope land disturbance takes place.5.Stabilization measures shall be applied to earthen structures such as dams, dikesand diversions immediately after installation.6.Sediment traps and sediment basins shall be designed and constructed based uponthe total drainage area to be served by the trap or basin.a.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acreof drainage area and the trap shall only control drainage areas less than three acres.b.Surface runoff from disturbed areas that is comprised of flow from drainage areasgreater than or equal to three acres shall be controlled by a sediment basin. Theminimum storage capacity of a sediment basin shall be 134 cubic yards per acre ofdrainage area. The outfall system shall, at a minimum, maintain the structural integrityof the basin during a 100-year storm of 24-hour duration. Runoff coefficients used inrunoff calculations shall correspond to a bare earth condition or those conditionsexpected to exist while the sediment basin is utilized.7.Cut and fill slopes shall be designed and constructed in a manner that will minimizeerosion. Slopes that are found to be eroding excessively within one year ofpermanent stabilization shall be provided with additional slope stabilizing measuresuntil the problem is corrected.8.Concentrated runoff shall not flow down cut or fill slopes unless contained within anadequate temporary or permanent channel, flume or slope drain structure.9.Whenever water seeps from a slope face, adequate drainage or other protection shallbe provided.10.All storm sewer inlets that are made operable during construction shall be protectedso that sediment-laden water cannot enter the conveyance system without first beingfiltered or otherwise treated to remove sediment.11.Before newly constructed stormwater conveyance channels or pipes are madeoperational, adequate outlet protection and any required temporary or permanentchannel lining shall be installed in both the conveyance channel and receivingchannel.12.When work in a live watercourse is performed, precautions shall be taken to minimizeencroachment, control sediment transport and stabilize the work area to the greatestextent possible during construction. Nonerodible material shall be used for theconstruction of causeways and cofferdams. Earthen fill may be used for thesestructures if armored by nonerodible cover materials.13.When a live watercourse must be crossed by construction vehicles more than twice inany six-month period, a temporary vehicular stream crossing constructed ofnonerodible material shall be provided.14.All applicable federal, state and local requirements pertaining to working in orcrossing live watercourses shall be met.15.The bed and banks of a watercourse shall be stabilized immediately after work in thewatercourse is completed.16.Underground utility lines shall be installed in accordance with the following standardsin addition to other applicable criteria:a.No more than 500 linear feet of trench may be opened at one time.b.Excavated material shall be placed on the uphill side of trenches.c.Effluent from dewatering operations shall be filtered or passed through an approvedsediment trapping device, or both, and discharged in a manner that does notadversely affect flowing streams or off-site property.d.Material used for backfilling trenches shall be properly compacted in order tominimize erosion and promote stabilization.e.Restabilization shall be accomplished in accordance with this chapter.f.Applicable safety requirements shall be complied with.17.Where construction vehicle access routes intersect paved or public roads, provisionsshall be made to minimize the transport of sediment by vehicular tracking onto thepaved surface. Where sediment is transported onto a paved or public road surface,the road surface shall be cleaned thoroughly at the end of each day. Sediment shallbe removed from the roads by shoveling or sweeping and transported to a sedimentcontrol disposal area. Street washing shall be allowed only after sediment is removedin this manner. This provision shall apply to individual development lots as well as tolarger land-disturbing activities.18.All temporary erosion and sediment control measures shall be removed within 30days after final site stabilization or after the temporary measures are no longerneeded, unless otherwise authorized by the VESCP authority. Trapped sediment andthe disturbed soil areas resulting from the disposition of temporary measures shall bepermanently stabilized to prevent further erosion and sedimentation.19.Properties and waterways downstream from development sites shall be protectedfrom sediment deposition, erosion and damage due to increases in volume, velocityand peak flow rate of stormwater runoff for the stated frequency storm of 24-hourduration in accordance with the following standards and criteria. Stream restorationand relocation projects that incorporate natural channel design concepts are notman-made channels and shall be exempt from any flow rate capacity and velocityrequirements for natural or man-made channels:a.Concentrated stormwater runoff leaving a development site shall be dischargeddirectly into an adequate natural or man-made receiving channel, pipe or storm sewersystem. For those sites where runoff is discharged into a pipe or pipe system,downstream stability analyses at the outfall of the pipe or pipe system shall beperformed.b.Adequacy of all channels and pipes shall be verified in the following manner:(1)The applicant shall demonstrate that the total drainage area to the point of analysiswithin the channel is one hundred times greater than the contributing drainagearea of the project in question; or(2)(a) Natural channels shall be analyzed by the use of a two-year storm to verify thatstormwater will not overtop channel banks nor cause erosion of channel bed orbanks.(b)All previously constructed man-made channels shall be analyzed by the use ofa 10-year storm to verify that stormwater will not overtop its banks and by theuse of a two-year storm to demonstrate that stormwater will not cause erosionof channel bed or banks; and(c)Pipes and storm sewer systems shall be analyzed by the use of a 10-yearstorm to verify that stormwater will be contained within the pipe or system.c.If existing natural receiving channels or previously constructed man-made channelsor pipes are not adequate, the applicant shall:(1)Improve the channels to a condition where a 10-year storm will not overtop thebanks and a two-year storm will not cause erosion to the channel, the bed, or thebanks; or(2)Improve the pipe or pipe system to a condition where the 10-year storm iscontained within the appurtenances;(3)Develop a site design that will not cause the pre-development peak runoff ratefrom a two-year storm to increase when runoff outfalls into a natural channel or willnot cause the pre-development peak runoff rate from a 10-year storm to increasewhen runoff outfalls into a man-made channel; or(4)Provide a combination of channel improvement, stormwater detention or othermeasures which is satisfactory to the VESCP authority to prevent downstreamerosion.d.The applicant shall provide evidence of permission to make the improvements.e.All hydrologic analyses shall be based on the existing watershed characteristics andthe ultimate development condition of the subject project.f.If the applicant chooses an option that includes stormwater detention, he shall obtainapproval from the VESCP of a plan for maintenance of the detention facilities. Theplan shall set forth the maintenance requirements of the facility and the personresponsible for performing the maintenance.g.Outfall from a detention facility shall be discharged to a receiving channel, andenergy dissipators shall be placed at the outfall of all detention facilities as necessaryto provide a stabilized transition from the facility to the receiving channel.h.All on-site channels must be verified to be adequate.i.Increased volumes of sheet flows that may cause erosion or sedimentation onadjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipesystem, or to a detention facility.j.In applying these stormwater management criteria, individual lots or parcels in aresidential, commercial or industrial development shall not be considered to beseparate development projects. Instead, the development, as a whole, shall beconsidered to be a single development project. Hydrologic parameters that reflect theultimate development condition shall be used in all engineering calculations.k.All measures used to protect properties and waterways shall be employed in amanner which minimizes impacts on the physical, chemical and biological integrity ofrivers, streams and other waters of the state.l.Any plan approved prior to July 1, 2014, that provides for stormwater managementthat addresses any flow rate capacity and velocity requirements for natural orman-made channels shall satisfy the flow rate capacity and velocity requirements fornatural or man-made channels if the practices are designed to (i) detain the waterquality volume and to release it over 48 hours; (ii) detain and release over a 24-hourperiod the expected rainfall resulting from the one year, 24-hour storm; and (iii)reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hourstorms to a level that is less than or equal to the peak flow rate from the siteassuming it was in a good forested condition, achieved through multiplication of theforested peak flow rate by a reduction factor that is equal to the runoff volume fromthe site when it was in a good forested condition divided by the runoff volume fromthe site in its proposed condition, and shall be exempt from any flow rate capacity andvelocity requirements for natural or man-made channels as defined in any regulationspromulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.m.For plans approved on and after July 1, 2014, the flow rate capacity and velocityrequirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied bycompliance with water quantity requirements in the Stormwater Management Act (§62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless suchland-disturbing activities are in accordance with 9VAC25-870-48 of the VirginiaStormwater Management Program (VSMP) Regulation or are exempt pursuant tosubdivision C 7 of § 62.1-44.15:34 of the Act.n.Compliance with the water quantity minimum standards set out in 9VAC25-870-66 ofthe Virginia Stormwater Management Program (VSMP) Regulation shall be deemedto satisfy the requirements of this subdivision 19.Vegetative Measures:Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) daysafter final grade is reached on any portion of the site. Temporary soil stabilization shall be appliedwithin seven (7) days to denuded areas that may not be at final grade but will remain dormant forlonger than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are tobe left dormant for more than one year.Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/ortemporary vegetation immediately after grading.All earth berms, diversions and sediment trap embankments are to be machine-compacted, seededand mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediatelyafter constructionErosion control mats shall be installed over steep (3:1) cut and fills slope which have been broughtto final grade and seeded to protect from rill and gully erosion.Management Strategies:Construction shall be sequenced such that grading operations will begin and end as quickly aspossible.The site superintendent shall be responsible for the installation and maintenance of all erosion andsediment control measures. Maintenance of these measures throughout the project is critical to theeffectiveness of the program.After areas above controls have been stabilized, the controls shall be cleaned up and removed.Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted,seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open atany one time.All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.Drainage swales shall be stabilized with check dams until vegetation has been well established, atwhich time the check dams shall be removed.Devices listed above are considered minimum erosion and sediment controls. Additional controlmeasures may be necessary due to contractor phasing or other unforeseen conditions. It is thecontractor's responsibility to provide additional measures to those shown, as needed, in order tocontrol erosion and contain sediment on site. All measures shall be installed according to thestandards and specifications in the Virginia Erosion and Sediment Control Handbook.Stormwater Management:Increased runoff from this development will be controlled by the Project's stormwater managementfacilities.(See SWM report)Maintenance Program:Inspections shall be conducted at a frequency of at least one every (4) business days or at leastone every (5) business days and no later that 24-hours following a measurable storm event. In theevent that a measurable storm event occurs when there are more than 24-hours between businessdays, the inspection shall be conducted on the next business day. A measurable rain storm event isdefined as 0.25 inches of rainfall over a 24-hour period in accordance with 9VAC25-880-1. Anydamaged structural measures are to be repaired by the end of the day. Seeded areas shall bechecked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilizedand re-seeded as needed until grass is established.Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of byspreading on site.Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged bysediment, it shall be removed and cleaned or replaced immediately.The contractor is responsible for keeping existing public roads in a clean, dust and mud free,condition at all times.Erosion and sediment control program:Phase I1.Hold pre-construction meeting on site with inspector.2.Install construction entrance.3.Clearing and grubbing for placement of sediment control devices only.4.Obtain inspector's approval prior to beginning grading operations.5.Clear and grub main area of site protected by installed E&S controls.Phase II6.Rough grade remainder of site.7.Install drainage devices with sediment control.8.Final grading.9.Restoration and stabilization of disturbed areas.10.Remove erosion and sediment control measures with the approval of the inspector. ALL areasto be stabilized 100% prior to installation of water quality BMPs.Note: The Frederick County Public Works and Engineering Department retain the right to addand/or modify these erosion and sediment control measures during the construction process,within reason, to ensure adequate protection to the public and the environment.Seeding schedule (soil stabilization):1.All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.2.Spread topsoil at a minimum depth of four (4) inches.3.Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000square feet (2 tons per acre).4.Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).5.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red TopClover.6.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored withcutback or emulsified asphalt applied at a rate of 200 gallons per acre.Dust control:1.Temporary seeding shall be applied to all disturbed areas subject to little or no constructiontraffic.2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surface iswet and repeated as needed to control dust.VARIANCE REQUEST - COMPOST FILTER SOCK:We are requesting the use of an alternative erosion and sediment control measures that is notlisted in the Virginia Erosion and Sediment Control Handbook.1.Filtrexx - Compost Filter Sock: Compost filter sock is equivalent to silt fence, see detail onsheet 20. This will allow for less disturbance since it can be installed on the surface andrequires no excavation.SNOWDEN BRIDGE, SECTION AA-1 EROSION AND SEDIMENTCONTROL NARRATIVEDescription: The Project development will consist of the construction of a mix of both Active AdultSingle Family homes, Duplex and Townhouse units with related utilities and road construction. Theproperty is zoned R4 and is located on the south side of Snowden Bridge Boulevard approximately0.9 miles east of US Route 11 in Frederick County Virginia. This development will be in conjunctionwith the completion of Snowden Bridge Boulevard by separate plan. This project will be submittedas two separate plans. The first plan will be for Section AA1 and the second plan will be for SectionAA-2. The Overall E&S Phase I sheet depicts controls for Section AA-1 and includes controls thatwill be carried over for use in the construction of Section AA-2. SWM was designed for bothSections as well as completion of the Boulevard.This plan is for the AA-1 section. This section consists of 25 Single Family, 32 Duplex and 70Townhouse Active Adult units, with related utilities and road construction. 61.00 acres will bedisturbed for construction of Section AA-1 which includes areas in E&S and SWM installation.Date of construction: Construction may begin following plan approval and the submission andapproval of all required Slope Stability Analyses. The project will take approximately twenty-four (24)months to complete.Existing site conditions: The proposed site is vacant, former agricultural lands comprised ofsuccessional vegetation. The northern and northeastern portions of the site drain directly to HiattRun. The southern portion of the site drains to Lick Run, a tributary to Hiatt Run, and to anotherunnamed tributary of Hiatt Run.Adjacent areas: The site is bounded on the north by residential zoned property. Bounded on thewest by a industrial/commercial zoned property. Bounded to the south by Residential zonedproperty. Bounded on the east by residential zoned property.Offsite areas: No offsite areas will be disturbed as part of this plan.Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soilsmap this sheet.Critical areas: Delineated stream/wetlands, floodplain, steep slopes and runoff reduction complianceforest/open space as shown on the plans, are designated as critical areas. Disturbance around allcritical areas should be kept to a minimum and protected by the E&S control measures and safetyfence as shown on the plan. There are also existing underground utilities in the area (sanitary andgas), contractor to test pit and coordinate any relocation needs with respective utility provider andengineer.Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structuralerosion and sediment control measures shall be constructed and maintained according to theminimum standards and specifications of the Virginia erosion and sediment control handbook.Structural Measures:Phase I:Install Safety Fence (3.01) as shown on the plans to prevent access to critical areas.Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimizesediment carried onto roadway.Install silt fence (3.05) and super silt fence as shown on the plans to intercept and detain smallamounts of sediment from disturbed areas during construction in order to prevent sediment fromleaving the site.Install storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering stormdrainage systems prior to permanent stabilization of the disturbed area.Culvert inlet protection (3.08) shall be located at culvert entrances as shown to prevent sedimentfrom entering, accumulating in and being transferred by the culvert prior to permanent stabilizationof the disturbed area.Install temporary diversion dikes (3.09) as shown on the plans to divert sediment-laden runoff to thesediment trapping structures.Install Temporary Sediment Traps (3.13) as shown on plans to detain sediment-laden runoff fromsmall disturbed areas long enough to allow the majority of the sediment to settle out.Install Temporary Sediment Basins (3.14) as shown on plans to detain sediment-laden runoff fromdisturbed areas in "wet" and "dry" storage long enough for the majority of the sediment to settle out.Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.Install rock check dams (3.20) as shown on the plans to reduce the velocity of concentratedstormwater flows and to trap sediment generated from adjacent areas or the ditch itself.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1or greater) and as needed to stabilize disturbed areas.Soil stabilization blankets & matting (3.36) shall be installed over steep 3:1 or greater cut and fillsslope which have been brought to final grade and seeded to protect from rill and gully erosion.*No water quality BMP's to be installed until their respective drainage areas are completed and fullystabilized.Phase II:Phase I controls shall remain into Phase II for the duration of the project or until drainage area isstabilized unless shown otherwise.Install inlet and outlet protection measures as stormwater structures are installed.Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4.Contractor shall redirect the concentrated flow away from the fill slope by installing diversion dikeand divert the runoff to sediment traps or sediment basins.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1or greater) and as needed to stabilize disturbed areas.BMPs shall not be installed until their respective drainage area is completed and fully stabilized.03/29/2024 20E&S DETAILS N/ASTEPHENSON VILLAGE II SECTION AA-1 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760B151 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 & MARTINSBURG, WVRev. No.Date 102101100FLOWFLOW2"x2" WOODEN STAKESPLACED @ 10' O.C.COMPOST FILTERSOCKEXISTINGCONTOURSUNDISTURBED AREAPLAN VIEWCOMPOST FILTERSOCK2" x 2" WOODEN STAKESPLACED @ 10' O.C.BLOWN / PLACEDFILTER MEDIAUNDISTURBED AREADISTURBED AREASECTION VIEWNOTES:1.COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCKSHALL BE EXTENDED AT LEAST 8' UP SLOPE AT 45° TO THE MAIN SOCK ALIGNMENT.2.TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.3.ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHTOF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.4.SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALLBE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURSOF INSPECTION.5.BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKSAFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'SRECOMMENDATIONS.6.UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THESOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESHSHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.7.COMPOST SHALL MEET THE FOLLOWING STANDARDS OR APPROVED MANUFACTURER'SRECOMMENDATIONS.ORGANIC MATTER CONTENTORGANIC PORTIONPhMOISTURE CONTENTPARTICLE SIZESOLUBLE SALT CONCENTRATION80% - 100% (DRY WEIGHT BASIS)FIBROUS AND ELONGATED5.5 - 8.035% - 55%98% PASS THROUGH 1" SCREEN5.0 dS MAXIMUMCOMPOST FILTER SOCKDISTURBED AREA12" MIN.TABLE 4.2Material Type3 mil HDPE5 mil HDPE5 mil HDPEMulti-FilamentPolypropylene(MFPP)Heavy DutyMulti-FilamentPolypropylene(HDMFPP)MaterialCharacteristicsPhoto-degradablePhoto-degradableBio-degradablePhoto-degradablePhoto-degradable12"18"24"32"12"18"24"32"12"18"24"32"12"18"24"32"12"18"Sock DiametersMesh Opening3/8"3/8"3/8"3/8"1/8"Textile Strength26 psi26 psi44 psi202 psi100% at1000 hr.100% at1000 hr.23% at1000 hr.23% at1000 hr.UltravioletStability %Original Strength(ASTM G-155)2 years1 year6 months9 months6 monthsMinimumFunctionalLongevityTwy-ply systemsInner Containment NettingComposite Polypropylene Fabric(Woven layer & non-woven fleecemechanically fused via needle punch)HDPE biaxial netContinuously woundFusion-welded junctures3/4" x 3/4" Max. aperture sizeOuter Filtration Mesh3/16" Max. aperture sizeSock fabrics composed of burlap may be used on projects lasting 6 months or less.Table 4.1COMPOST SOCK FABRIC MINIMUM SPECIFICATIONSFiltrexx & JMD03/29/2024 21E&S DETAILS N/ASTEPHENSON VILLAGE II SECTION AA-1 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760B151 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 & MARTINSBURG, WVRev. No.Date 03/29/2024 SNOWDEN BRIDGE BLVD BASED ON A SEPARATE PLAN UNDER REVIEW SECTION AA-1SECTION AA-2SECTION AA-1SECTION AA-2SECTION AA-1SECTION AA-2SECTION AA-1SECTION AA-2SECTION AA-1SECTION AA-25' CSE 5' CSE5' CSE5' CSE 5' CSE5' CSE5' CSE5' CSE 5' CSE 5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE 5' CSESTORM DRAIN ESMT. STORM DRAIN ESMT. STORM DRAIN ESMT. STORM DRAIN ESMT. STORM DRAIN ESMT. STORM DRAIN ESMT.STORM DRAIN ESMT. STORM DRAIN ESMT.STORM DRAIN ESMT. STORM DRAIN ESMT. STORM DRAIN ESMT. STORM DRAIN ESMT. FREDERICK WATER ESMT. 20' FREDERICK WATER ESMT. FREDERICK WATER ESMT. 20' FREDERICK WATER ESMT. FREDERICK WATER ESMT. SIGHT DISTANCE ESMT SECTION AA-1SECTION AA-2SECTION AA-1SECTION AA-2STORM DRAIN ESMT. PROPOSED PEDESTRIAN BRIDGE OVER STREAM (NO STREAM IMPACT PROPOSED) 6' TRAIL 6' TRAIL FREDERICK WATER ESMT. FREDERICK WATER ESMT. STORM DRAIN ESMT. FREDERICK WATER ESMT. FREDERICK WATER ESMT. FREDERICK WATER ESMT. FREDERICK WATER ESMT. FREDERICK WATER ESMT. FREDERICK WATER ESMT. SIGHT DISTANCE ESMT STORM DRAIN ESMT. STORM DRAIN ESMT. SIGHT DISTANCE ESMT 10+12.9711+0012+0013+0014+0015+0016+0017+0018+00 19+00 20+00 21+00 22+00 23+00 24+00 10+00 11+00 13+00 14+00 15+00 16+00 17+00 18+0012+00 10+0011+0012+0013+0014+0010+0011+0012+0013+0014+0015+0016+0017+00FREDERICK WATER ESMT. 19+85 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 20+00 51 25 54 09 53 265326539353935460546055275527552755945594 55 945527546054605460539353935326532653265259 52 5951925192512551255125 51 25 51 25 51 25 51 92 52 96 HP 53 26 53 32 53 9354605527 54 67 HP54475413531853885400 53 30 52 66 52 41 51 92 50 41 50 92 TOP 52 605280 52 7252625268 OLR52375205513651565138 49 93 TOP 51 34 OLR 51 10509250255015 49 13 TOP 50 00 OLR 50 05 48 58 TOP 50 00 49 66 50 80 50 00 OLR 52 98 53 26 53 26 53 26 53 93 53 93 54 32 54 60 54 60 54 60 55 27 44 30 TOP 48 05 TOP 51 52 HP 50 5651015135 50 43 50 00 OLR 47 45 47 58 48 76 48 76 48 76 49 43 49 43 49 43 50 10 49 80 HP 48 76 46 50 46 96 47 36 47 56 48 02 48 48 48 43 47 94 47 89 47 97 48 57 49 03 49 51 49 81 50 00 50 61 50 20 50 35 51 19 51 46 51 51 50 32 OLR4818 OLR 51 27 HP 50 23 50 23 50 90 50 90 50 90 51 57 51 57 52 23 52 23 52 23 52 23 52 23 52 23 51 56 51 565223 52 235223522352235223 51 5651575157 50 90 50 90 50 90 50 235023502350104943 49 43 49 43 48 76 48 764876 51 25 55 88 55 88 55 88 55 27 55 27 55 27 53 93 53 26 52 38 HP 53 73 HP 54 97 HP 54 97 HP 45 91 OLR 51 99 HP 50 69 49 67 52 295082 52 29 50 18 50 25 50 43 50 61 50 81 51 04 51 28 51 72 52 02 52 26 52 50 52 74 52 965150 53 18 53 48 53 72 53 96 54 20 54 64 54 85 54 81 54 57 54 27 54 05 53 83 53 59 53 35 53 11 52 87 52 63 52 33 51 23 50 915229 50 375086 HP 49 06 50 494855 47 41 46 60 49 21 45 79 47 71 HP 47 34 43 61 TOP4417 47 04 HP 49 58 TOP 47 00 44 33 45 76 46 66 45 92 51 16 49 83 46 81 46 81 44 07 46 25 43 02 45 25 HP 44 98 44 73 44 88 40 50 43 13 HP 42 85 41 49 39 00 41 63 HP 36 80 39 53 41 93 40 64 41 93 41 12 HP 41 42 35 88 32 21 33 92 33 92 33 51 41 01 40 71 HP4138 31 40 32 91 33 51 41 01 40 41 39 91 HP 39 72 46 81 45 59 45 18 46 81 45 55 43 77 43 39 44 88 43 52 42 85 41 67 42 06 40 13 39 29 32 91 32 60 30 82 30 49 40 41 39 70 HP 40 10 32 60 30 20 32 32 40 10 39 42 HP 39 82 32 32 30 08 38 89 HP 38 30 38 80 39 29 37 80 39 29 39 82 31 79 31 79 29 53 28 98 31 25 31 25 30 69 30 69 30 13 28 42 39 29 38 35 HP 38 75 38 75 37 24 38 19 36 69 37 63 36 13 37 18 35 57 35 01 36 63 36 06 34 46 33 90 35 50 34 95 33 34 38 35 40 07 40 74 39 08 39 80 41 41 42 08 40 53 38 75 38 193779 HP 38 19 HP 37 23 37 63 37 63 36 78 HP 37 18 37 18 36 23 HP 36 63 36 06 36 06 35 66 HP 35 50 35 10 HP 35 50 34 95 34 55 HP 34 95 33 25 30 13 30 18 47 34 46 19 48 01 46 50 49 21 48 15 49 88 48 45 50 49 49 53 28 06 29 00 27 31 26 29 25 27 30 18 29 13 29 13 28 56 28 56 28 00 28 00 27 45 27 45 24 99 26 95 32 42 42 00 44 54 45 54 42 32 42 94 46 54 44 54 44 54 40 90 42 45 40 00 41 89 41 89 40 05 41 89 40 85 42 56 41 64 43 56 42 40 44 56 43 16 45 56 43 92 46 56 44 68 46 564656 45 58 44 58 43 58 42 58 41 91 41 89 41 89 41 12 41 12 41 12 41 45 43 54 43 45 44 4544544554 44 54 46 544654 44 9345794624 HP 47 79 47 79 48 46 48 46 49 13 46 294374 46 26 HP 45 61 47 51 46 964696 46 96 49 78 48 18 49 11 49 78 49 78 48 18 48 80 50 40 50 09 45 75 49 4450454978497849784911 48 81 HP 49 114913 47 21 49 1348464846484647794700 51 17 49 87 51 17 46 00 49 57 50 24 50 24 51 84 51 8451845117 51 84 51 84 51 17 51 17 49 01 51 1751175117518451845121 51 845184 51 84518451845117 51 54 HP 45 47 45 95 47 85 46 03 45 03 44 03 50 24 49 57 49 57 46 12 44 03 43 03 42 03 43 03 43 03 42 07 43 03 43 03 42 08 41 02 40 02 39 81 41 05 41 05 42 05 43 05 42 02 43 02 44 05 45 05 45 05 43 45 45 05 44 05 42 64 43 05 41 84 42 05 41 03 41 05 40 20 41 05 42 08 41 41 40 74 40 07 40 07 36 16 OLR 36 02 37 42 37 69 39 56 39 81 39 14 38 47 35 81 35 76 37 22 37 22 37 22 35 56 36 393822 38 89 37 22 38 043956 41 38 HP 48 67 50 10 49 91 48 33 48 77 47 84 48 47 49 91 49 27 42 85 42 414287 41 16 40 37 44 54 43 79 42 53 37 04 46 87 44 02 41 27 41 27 48 47 40 77 33 71 35 73 50 10 48 77 49 61 49 915010 37 25 41 22 42 83 42 08 32 13 35 43 34 43 31 73 33 84 33 84 39 92 41 34 40 38 41 34 39 92 34 34 33 34 38 39 39 92 38 75 38 09 34 34 33 34 38 39 37 11 36 85 36 55 36 85 36 85 35 47 35 83 34 34 34 34 31 73 40 75 OLR 50 81 49 50 49 73 50 81 50 81 51 48 50 134992 50 37 51 48 51 48 50 61 51 05 52 13 52 13 51 35 51 59 52 80 52 80 51 95 52 07 53 47 52 51 53 47 54 14 52 81 53 05 54 14 54 14 53 29 54 81 53 53 53 97 54 81 55 48 54 09 55 48 53 94 53 70 53 46 53 16 54 1454815481 50 81 50 81 51 48 51 48 52 13 52 13 52 80 52 80 53 47 53 47 54 14 54 14 54 81 54 81 54 81 54 14 49 01 49 01 49 68 47 05 TOP 50 80 49 68 TOP 51 47 54 30 53 75 53 00 52 295107 50 83 48 85 47 62 51 485081 48 29 49 35 50 33 50 53 50 75 50 85 50 79 50 56 50 32 50 09 49 84 48 08 49 44 50 11 48 384862 50 115011 48 805015 50 4650705083508650715043502450044982496149394918489648694849482948084786476547434721 46 94 52 03 52 78 52 78 51 85 51 61 52 78 52 11 51 31 50 11 50 11 49 44 49 44 52 78 52 78 52 78 52 11 52 11 43 88 44 60 46 19 44 22 42 51 40 97 40 25 39 85 39 43 38 96 38 46 37 97 37 43 36 87 36 31 35 76 35 20 34 64 34 08 33 52 32 42 36 01 37 65 39 29 40 93 42 64 44 35 39 02 43 94 45 88 31 73 47 994850 52 50 52 75 50 74 41 20 36 15 43 62 48 87 49 45 49 83 50 05 51 68 48 74 48 15 47 34 44 05 TOP 47 73 50 55 45 18 51 75 51 13 51 55 51 55 50 68 49 16 48 30 49 23 47 89 47 17 47 45 47 67 47 89 48 10 48 54 48 76 48 97 49 19 44 35 46 03 45 03 43 59 44 03 42 83 SLAB = 653.38 SLAB = 653.38 SLAB = 653.38 SLAB = 652.71 SLAB = 650.04 SLAB = 650.71 SLAB = 650.71 SLAB = 650.71 48 87 OLR 47 75 OLR 41 93 41 42 41 01 40 41 40 10 39 82 42 83 44 54 42 83 41 34 51 15 51 13 46 53 46 56 49 34 48 88 48 85 52 32 51 6353305379 53 69 51 80522152625308525251655159 52 145195519850685078508050135013 49 72 49 72 44 394481 46 22 41 54 35 55 40 48 41 31 30 43 52 98 39 01 40 07 38 28 39 56 38 39 47 79 54 60XXXXXXXXXX XXXXXXX10+77. 8 7 610.7 1 35' BRL 35' BRL 35' BRL35' BRL 35 ' B R L 35' BRL 15' BRL15' BRL15' BRL15' BRL W W W W W W W W W W W W W W W W W ARV 100' ZONING DISTRICT BUFFERBMP #1 BMP 1 WET POND LVL 2 (POND 1) BMP 2 BIORETENTION LVL 2 BMP 3 BIORETENTION LVL 2 BMP 5 WET POND LVL 2 (POND 2) BMP 4 BIORETENTION LVL 2 BMP 7 WET POND LVL 1 (POND 4) BMP 6 BIORETENTION LVL 2 WQ CO N S E R V A T I O N E S M N T . # 2 WQ CONSERVATION ESMNT. #1 650 65 0 650650 6 5 0 640 640 650 650640 620 620 630630 640 630 6306 3 0 650660 660 65 0650640 650640 630 640640640640 640 63064 0 6 3 0 6 2 0 61 0 630 620 610 600 600 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date SCALE: 1" = 100' 100 0 100 200 22WATER QUALITY BMP MAPSTEPHENSON VILLAGE IISECTION AA-1STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA12/11/2023 TTC/ZJ 79 2760B VRRM PROJECT SITE AREA LIMITS BMP LABELS VRRM SITE AREA TREATED BY BMP DEVICES BMP LEGEND BMP X RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE FOR BMP WATER QUALITY (INCLUDED IN SITE AREA VRRM CALCS) IMPERVIOUS AREA (BUILDINGS, ROADS, ETC.) SOIL GROUP SOIL GROUP LETTER NOTES: 1.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA SHOWN HEREON SHALL BE MAINTAINED IN A FOREST/OPEN SPACE MANNER UNTIL SUCH TIME THAT AN AMENDED SWM PLAN IS APPROVED BY THE VSMP AUTHORITY. 2.THE PROTECTED FOREST/OPEN FOR RUNOFF REDUCTION COMPLIANCE SHALL REMAIN IN A NATURAL, VEGETATED STATE. HOWEVER THE FOLLOWING ACTIVITIES ARE ALLOWED: FOREST MANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSIVE RECREATION (TRAILS), LIMITED BRUSH HOGGING. 3.ALL AREAS THAT WILL ARE CONSIDERED FOREST/OPEN SPACE FOR RUNOFF REDUCTION SHALL BE PROTECTED WITH DOCUMENTATION THAT PRESCRIBES THE AREA WILL REMAIN IN A NATURAL, VEGETATED STATE. APPROPRIATE DOCUMENTATION INCLUDES: SUBDIVISION COVENANTS AND RESTRICTIONS, DEEDED OPERATION AND MAINTENANCE AGREEMENTS AND PLANS, PARCEL OF COMMON OWNERSHIP WITH MAINTENANCE PLAN, THIRD PARTY PROTECTIVE EASEMENTS, WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENT WITH MAINTENANCE PLAN, OR OTHER DOCUMENTATION APPROVED BY THE LOCAL PROGRAM AUTHORITY. POST DEVELOPMENT DIVIDEMATCHLINE NEXTSHEETWETLAND MITIGATION AREA RIPARIAN BUFFER DELINEATED WETLANDS SITE BOUNDARY 1" = 100' 03/29/2024 FREDERICKWATER ESMT.30 ' F R E D E R I C K W A T E R E S M T .FREDERICKWATER ESMT.5' CSE20' FREDERICKWATER ESMT.PROPOSED PEDESTRIAN BRIDGEOVER STREAM (NO STREAMIMPACT PROPOSED)6' TRAIL6' TRAILSTORM DRAINESMT.STORM DRAINESMT.23+0024+00360634463390355034953334360636063566HP35503510HP355034953455HP3495332528062900273126292527301829132913285628562800280027452745249926953242317333343434333436853655368536853547358334343434317334643408335232420131733043XARVX X X X XXXXXXXXXXXXX10+77.87610.7110+84.72603.29-1.00SSSTOP7004TOP75963-23-13-3WWWWWWWWWWWWWWWWWWWEXISTING CONSERVATIONEASEMENTBMP 7WET POND LVL 1(POND 4)BMP 6BIORETENTIONWQ CONSERVATION ESMNT. #2BMP 8JELLYFISH FILTER ORAPPROVED EQUIV.620620630630640630620610630620610600600620 6306 2 0 6105605705805905605705805906106005906005 8 0590600 23WATER QUALITY BMP MAP STEPHENSON VILLAGE II SECTION AA-1 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760B151 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 & MARTINSBURG, WVRev. No.Date SCALE: 1" = 100'1000100200NOTES:1.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA SHOWN HEREON SHALL BEMAINTAINED IN A FOREST/OPEN SPACE MANNER UNTIL SUCH TIME THAT AN AMENDED SWM PLAN ISAPPROVED BY THE VSMP AUTHORITY.2.THE PROTECTED FOREST/OPEN FOR RUNOFF REDUCTION COMPLIANCE SHALL REMAIN IN ANATURAL, VEGETATED STATE. HOWEVER THE FOLLOWING ACTIVITIES ARE ALLOWED: FORESTMANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSIVERECREATION (TRAILS), LIMITED BRUSH HOGGING.3.ALL AREAS THAT WILL ARE CONSIDERED FOREST/OPEN SPACE FOR RUNOFF REDUCTION SHALL BEPROTECTED WITH DOCUMENTATION THAT PRESCRIBES THE AREA WILL REMAIN IN A NATURAL,VEGETATED STATE. APPROPRIATE DOCUMENTATION INCLUDES: SUBDIVISION COVENANTS ANDRESTRICTIONS, DEEDED OPERATION AND MAINTENANCE AGREEMENTS AND PLANS, PARCEL OFCOMMON OWNERSHIP WITH MAINTENANCE PLAN, THIRD PARTY PROTECTIVE EASEMENTS, WITHINPUBLIC RIGHT-OF-WAY OR EASEMENT WITH MAINTENANCE PLAN, OR OTHER DOCUMENTATIONAPPROVED BY THE LOCAL PROGRAM AUTHORITY.MATCHLINE PREV. SHEET VRRM PROJECT SITE AREA LIMITSBMP LABELSVRRM SITE AREA TREATEDBY BMP DEVICESBMP LEGENDBMP XRUNOFF REDUCTION COMPLIANCEFOREST/OPEN SPACE FOR BMPWATER QUALITY (INCLUDED IN SITEAREA VRRM CALCS)IMPERVIOUS AREA(BUILDINGS, ROADS, ETC.)SITE BOUNDARYSOIL GROUPSOIL GROUP LETTERPOST DEVELOPMENT DIVIDEWETLAND MITIGATION AREARIPARIAN BUFFERDELINEATED WETLANDS1" = 100'03/29/2024 24WATER QUALITY VRRM COMPUTATIONS STEPHENSON VILLAGE II SECTION AA-1 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760B151 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 & MARTINSBURG, WVRev. No.Date 1" = 100'03/29/2024 SSWA3SIGHTDISTANCEESM'TSSSSSSSSCO (TYP)WYE (TYP)6" P E R F S C H 4 0 P V C U DCLASS A1 RIP RAPPRETREATMENT CELLL O DCO (TYP)6181608041405051CLASS 1 RIP RAPLODLOT 1021LOT 1022LOT 1023LOT 1024 6" PERF SCH 40 PVC UDWYE (TYP)STORM SEWERESMNT.#1 STONE (GRAVELFLOW SPREADER,SEE DETAIL)12' GABION,SEE DETAIL18" NYLO WITHDOME GRATETOP = 638.2518" NYLO WITHDOME GRATETOP = 638.25STORM SEWERESMNT.7170642 640 638 644644 642648 646648646 642640644646642644640638640638640642638646644648640 642 638 644640640638640638646642644646640642644 640 640 640 638 #1 STONE (GRAVEL FLOWSPREADER, SEE DETAIL)64612' GABION,SEE DETAIL6 '6' MIN6' MINSC 250 MATTING BY NAGREEN OR APPROVEDEQUIVALENT637.25637.25637.25 637.25637.256 3 7 . 2 5 637.25 638 638 6383790SS3790SS3790SS3840FS3790SS3778SS3778SS3725SS3725SS3850SS3825GAB 3825GAB3725SS3725SS5'3840INV3750INV3730SS3780FS3730SSEX. STREAM3840FS 3840INV3325INV3325INV25WATER QUALITY BMP DETAILS STEPHENSON VILLAGE II SECTION AA-1 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760B151 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 & MARTINSBURG, WVRev. No.Date 402001020SCALE: 1" = 20'·WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTEDUNTIL ALL UPSTREAM DRAINAGE IS FULLY STABILIZEDWITH PERMANENT GROUND COVER.·ALL ENGINEERED MEDIA BED AREAS SHALL BE PROTECTED WITH SILTFENCE UPON COMPLETION OF WATER QUALITY SWALE CONSTRUCTIONAND SHALL REMAIN IN PLACE UNTIL ALL UPSTREAM AREAS ARESTABILIZED WITH GRASS OR SOD.·FILTER MEDIA TO BE PROVIDED BY A CERTIFIED VENDOR·SEE LANDSCAPE PLAN FOR PLANTINGS·ALL WATER QUALITY MEASURES SHALL BE INSPECTED AND CERTIFIEDBY A CERTIFIED ENGINEER DURING CONSTRUCTION.NYLOPLAST AND RISER STRUCTURE NOTES:·ALL RISER STRUCTURES TO HAVE DOME STYLE TRASH RACKSINSTALLED·ALL NYLOPLAST STRUCTURES TO HAVE DOME GRATESINSTALLED UNLESS OTHERWISE SPECIFIEDGABION WALL PRETREATMENT CELLNOT TO SCALE3'EXPOSEDHEIGHTVARIES (SEEPLAN)MIN.BURIEDDEPTH 0.5'PRETREATMENTCELLPROPOSEDGRADE2' MINGRAVELDIAPHRAGMFILTER FABRIC1'CLEAN WASHED GRAVEL(#1 STONE)GABIONBASKET, VDOTCL A1 RIP RAPINSIDEGABIONBASKET1' MIN.1' MIN.0.5'MIN.PROPOSEDGRADEFRONT VIEWSIDE VIEWGABION BASKET HEIGHT = 12", 18" OR 36"6" PVC SCREW CAPON GRADE6" PVCNON-PERFORATEDSTANDPIPEUSE 45° WYE AND FITTING OREQUIVALENT DIRECTIONAL CLEANOUTTO CONNECT UNDER DRAIN TOSTANDPIPE6" PVC CLEANOUT DETAILGEOTEXTILEFABRICENGINEERED SOIL LAYER6" MIN. GRAVEL LAYER6" PERFORATEDCORRUGATEDUNDERDRAINPONDLINERNON-WOVENGEOTEXTILE(OR EQUAL)BMP #3 MATERIAL CROSS SECTIONNTSAS SHOWN03/29/2024 WWWWSSSS12+0013+00SSSSSSSSSSSSSSSSSSSSSSSSSS7441283112A30123690FS3640SS3690INV3640SS3690GAB3690GAB3590SS3590SS3775SSCO (TYP)WYE (TYP)PRETREATMENTCELL4" PERF SCH40 PVC UDSTORMSEWERESMNT.632634636638 6386406 4 2 644 64 0 6 4 2 634636638638636636635.90638.90638.90638.90638.90CLASS A1RIPRAPSC 250 MATTING BY NAGREEN OR APPROVEDEQUIVALENT#1 STONE(GRAVEL FLOWSPREADER,SEE DETAIL)16' GABION,SEE DETAIL636.90636.9018" NYLO WITHDOME GRATETOP = 636.905' 10'8'8'LODLOD3190INVWWWSSS16+0017+00125124A124CO (TYP)WYE (TYP)PRETREATMENTCELL4" PERF SCH40 PVC UDSTORM SEWERESMNT.20' GABION,SEE DETAIL643.00643.0064464664864464664464664865064464664830" NYLO WITHDOME GRATETOP = 644.004417SS4300SS4400GAB10'4300SS4400GAB5:1 MAX 5:1 MAX 3900INV26WATER QUALITY BMP DETAILS STEPHENSON VILLAGE II SECTION AA-1 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760B151 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 & MARTINSBURG, WVRev. No.Date NYLOPLAST AND RISER STRUCTURE NOTES:·ALL RISER STRUCTURES TO HAVE DOME STYLE TRASH RACKSINSTALLED·ALL NYLOPLAST STRUCTURES TO HAVE DOME GRATESINSTALLED UNLESS OTHERWISE SPECIFIED·WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTED UNTIL ALLUPSTREAM DRAINAGE IS FULLY STABILIZED WITH PERMANENT GROUNDCOVER.·ALL ENGINEERED MEDIA BED AREAS SHALL BE PROTECTED WITH SILTFENCE UPON COMPLETION OF WATER QUALITY SWALE CONSTRUCTIONAND SHALL REMAINRASS OR SOD.·FILTER MEDIA TO BE PROVIDED BY A CERTIFIED VENDOR·SEE LANDSCAPE PLAN FOR PLANTI IN PLACE UNTIL ALL UPSTREAMAREAS ARE STABILIZED WITH GNGS·ALL WATER QUALITY MEASURES SHALL BE INSPECTED AND CERTIFIEDBY A CERTIFIED ENGINEER DURING CONSTRUCTION.BMP #2 MATERIAL CROSS SECTIONNTS402001020SCALE: 1" = 20'GABION WALL PRETREATMENT CELLNOT TO SCALE3'EXPOSEDHEIGHTVARIES (SEEPLAN)MIN.BURIEDDEPTH 0.5'PRETREATMENTCELLPROPOSEDGRADE2' MINGRAVELDIAPHRAGMFILTER FABRIC1'CLEAN WASHED GRAVEL(#1 STONE)GABIONBASKET, VDOTCL A1 RIP RAPINSIDEGABIONBASKET1' MIN.1' MIN.0.5'MIN.PROPOSEDGRADEFRONT VIEWSIDE VIEWGABION BASKET HEIGHT = 12", 18" OR 36"4" PVC SCREW CAPON GRADE4" PVCNON-PERFORATEDSTANDPIPEUSE 45° WYE AND FITTING OREQUIVALENT DIRECTIONAL CLEANOUTTO CONNECT UNDER DRAIN TOSTANDPIPE4" PVC CLEANOUT DETAILGEOTEXTILEFABRICENGINEERED SOIL LAYER6" MIN. GRAVEL LAYER4" PERFORATEDCORRUGATEDUNDERDRAINPONDLINERNON-WOVENGEOTEXTILE(OR EQUAL)POND LINER DUE TOPOTENTIAL KARST AREAS402001020SCALE: 1" = 20'BMP #4 MATERIAL CROSS SECTIONNTSAS SHOWN03/29/2024 110114A1-21-1C1C21AOFFSITE1BOFFSITE1C1D2AOFFSITE2BAOFFSITECBEDOFFSITE4B4A4C4D2OFFSITE4E2OFFSITE4D4E4A2OFFSITEAA2OFFSITEST8DY 3OINT 1ST8DY 3OINT 2ST8DY 3OINT ST8DY 3OINT ST8DY 3OINT ST8DY 3OINT 411 :LQG\ HLOO LDQH :LQFKHVWHU 9LUJLQLD 2202 THOHSKRQH: 40 2-41 FD[: 40 22-2 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 0A5TINSB85G :91" = 200'2STO50:ATE5 0ANAGE0ENT 3LAN 35E-DE9ELO30ENT STONE:ALL 0AGISTE5IAL DIST5ICT F5EDE5IC. CO8NTY 9I5GINIA1211202TTC=- 20BSTE3HENSON 9ILLAGE II SECTION AA-135E-DE9ELO30ENT D5AINAGESCALE: 1" = 200'2000200400SNO:DEN B5IDGE SECTIONS AA-1 AA-1 AND THE CO03LETION OF SNO:DEN B5IDGE BO8LE9A5D.35E-DE9ELO3ED D5AINAGE:SHFWLRQ AA-1 AA-2 DQG WKH FRPSOHWLRQ RI SQRZGHQ BULGJH BRXOHYDUG ZLOO KDYH D WRWDO GLVWXUEHG DUHD RI 2.2 DFUHV. TKH SURSRVHG VLWHV DUHFRPSULVHG RI YDFDQW IRUPHU DJULFXOWXUDO ODQGV FRPSULVHG RI VXFFHVVLRQDO YHJHWDWLRQ. TKH QRUWKHUQ DQG QRUWKHDVWHUQ SRUWLRQV RI WKH VLWH GUDLQ GLUHFWO\WR HLDWW 5XQ. TKH VRXWKHUQ SRUWLRQ RI WKH VLWH GUDLQV WR LLFN 5XQ D WULEXWDU\ WR HLDWW 5XQ DQG WR DQRWKHU XQQDPHG WULEXWDU\ RI HLDWW 5XQ.TKH VLWH KDV VL[ VWXG\ SRLQWV. SWXG\ 3RLQW 1 KDV D WRWDO GUDLQDJH DUHD RI .1 DFUHV. SWXG\ 3RLQW 2 KDV D WRWDO GUDLQDJH DUHD RI 11.2 DFUHV.SWXG\ 3RLQW KDV D WRWDO GUDLQDJH DUHD RI 2.4 DFUHV. SWXG\ 3RLQW 4 KDV D WRWDO GUDLQDJH DUHD RI 4.02 DFUHV. SWXG\ 3RLQW KDV D WRWDO GUDLQDJHDUHD RI .0 DFUHV. TKHVH GUDLQDJH DUHDV FRQVLVW PDLQO\ RI WKH SURSRVHG SHFWLRQ AA-1 DQG AA-2 DUHDV. SWXG\ SRLQW UHSUHVHQWV WKH GLVFKDUJHSRLQW LQWR WKH FE0A IORRG KD]DUG DUHD DQG DQ DGHTXDWH FKDQQHO EDVHG RQ WKH 1 UXOH RI GUDLQDJH DUHD 12. AFUHV 14 AFUHV = 0.2.SITE BO8NDA5YD5AINAGE A5EA LABELSD5AINAGE DI9IDESD5AINAGE A5EAS TO35O3OSED S:0 FACILITIESS:0 LEGEND1AD5AINAGE A5EA TOADE48ATE CHANNEL ANDO8TFALL AT 1 58LETF FLO:3ATH:ETLAND 0ITIGATION A5EA5I3A5IAN B8FFE5:ATE5 48ALITYCONSE59ATION EAS0ENTDELINEATED :ETLANDS03/29/2024 110114A1-21-1C1C20H10TRS=.00IQ303.0OXW=3.0DHSWK=2.035O3OSED 5ETAINING:ALL.' 0A; HEIGHTSECTION AA-1SECTION AA-2 SECTION AA- 1 SECTIO N A A - 2 SE C T I O N A A - 1 SE C T I O N A A - 2 SECTION AA -1SECTION AA - 2 SECTION AA-1SECTION AA-2S3-2 3-1 3-3 100' =ONING DIST5ICT B8FFE5 10.10.1104.203.2-1.00' CSE' CSE' CSE ' CSE' CSE' CSE' C S E ' CSE' CSE' CSE' C S E ' CSE ' CSE' CSE ' CSE ' CSE' C S E STO50 D5AINES0T.STO50 D5AINES0T.STO50 D5AINES0T.STO50 D5AINES0T.STO50 D5AINES0T.STO50 D5AINES0T.STO50 D5AINES0T.STO50 D5AINES0T.STO50 D5AINES0T.STO50 D5AINES0T.STO50 D5AINES0T.STO50 D5AINES0T.F5EDE5IC. :ATE5ES0T.20' F5EDE5IC.:ATE5 ES0T.F5EDE5IC.:ATE5 ES0T.20' F5EDE5IC.:ATE5 ES0T.F5EDE5IC.:ATE5 ES0T.SIGHT DISTANCEES0TSECTION AA-1SECTION AA-2 S ECT ION AA - 1SECT ION A A -2STO50 D5AINES0T.35O3OSED 3EDEST5IAN B5IDGEO9E5 ST5EA0 NO ST5EA0I03ACT 35O3OSED' T5AIL' T5AILF5EDE5IC.:ATE5 ES0T.F5EDE5IC.:ATE5 ES0T.STO50 D5AINES0T.F5EDE5IC.:ATE5 ES0T.F5EDE5IC.:ATE5 ES0T.F5EDE5IC.:ATE5 ES0T.F5EDE5IC.:ATE5 ES0T.F5EDE5IC.:ATE5 ES0T.F5EDE5IC. :ATE5ES0T.SIGHT DISTANCEES0TSTO50 D5AINES0T.STO50 D5AINES0T.SIGHT DISTANCEES0T10 1 2 . 11 0 0 12 0 0 13 0 0 14 0 0 1 0 0 1 0 0 1 0 0 10010020002100220023002400100011001300140010010010010012001000 1100 120 0 1300 1400 100 0 1100 1200 1300 1400 100 100 100F5EDE5IC.:ATE5 ES0T.1210022002300240020020020020020030002000SLAB =3.3SLAB =3.3SLAB =3.3SLAB =2.1SLAB =0.04SLAB =0.1SLAB =0.1SLAB =0.1;-SE C " 1 " ;-SE C " 1 " ;-SEC "2" ;-SEC "2 "1AOFFSITE1BOFFSITE1C1D2AOFFSITE2B3AOFFSITE3C3B3E3DOFFSITE4B4A4C4D2OFFSITE4E2OFFSITE4D4E4A2OFFSITEAA2OFFSITEST8DY 3OINT 1ST8DY 3OINT 2ST8DY 3OINT 3ST8DY 3OINT ST8DY 3OINT ST8DY 3OINT 400000404000 402020303040303030000004004030404040 40403040302010302010000020 30 20 10 0 0 0 0 0 0 0 0 1 0 000000 0 0 0 11 :LQG\ HLOO LDQH :LQFKHVWHU 9LUJLQLD 2202 THOHSKRQH: 40 2-41 FD[: 40 22-2 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 0A5TINSB85G :91" = 200'2STO50:ATE5 0ANAGE0ENT 3LAN 3OST-DE9ELO30ENT STONE:ALL 0AGISTE5IAL DIST5ICT F5EDE5IC. CO8NTY 9I5GINIA12112023TTC=- 20BSTE3HENSON 9ILLAGE II SECTION AA-1SITE BO8NDA5YD5AINAGE A5EA LABELSD5AINAGE DI9IDESD5AINAGE A5EAS TO35O3OSED S:0 FACILITIESS:0 LEGEND1ASCALE: 1" = 200'2000200400D5AINAGE A5EA TOADE48ATE CHANNEL ANDO8TFALL AT 1 58LETF FLO:3ATH3OST-DE9ELO30ENT D5AINAGE3OST-DE9ELO30ENT D5AINAGE:TKH SRVW-GHYHORSPHQW FRQGLWLRQV LQFOXGH VLQJOH IDPLO\ KRXVHV WRZQKRPHV S:0 B03'V DQG DVVRFLDWHG SDUNLQJ WUDYHO ZD\V DQG XWLOLWLHV DQG WKHFRPSOHWLRQ RI SQRZGHQ BULGJH BRXOHYDUG.:DWHU 4XDQWLW\: CKDQQHO 3URWHFWLRQ ZDV DFKLHYHG WKURXJK WKH XVH RI B03'V DQG S:0 IDFLOLWLHV IRU VWXG\ SRLQWV 1-4. SWXG\ SRLQW DFKHLYHVFKDQQHO SURWHFWLRQ UHTXLUHPHQWV XWLOL]LQJ D UHGXFWLRQ LQ GUDLQDJH DUHD LQ WKH SRVW FRQGLWLRQ. SWXG\ SRLQW LV DQ DGHTXDWH RXWIDOO ORFDWLRQ EDVHG RQ WKH1 UXOH IRU GUDLQDJH DUHD DQG LV ZLWKLQ WKH HLDWW 5XQ FE0A IORRG KD]DUG DUHD 12.3 AFUHV 14 AFUHV = 0.2. SWXG\ 3RLQW 1 KDV D GUDLQDJH DUHDRI 43.44 DFUHV. SWXG\ 3RLQW 2 KDV D GUDLQDJH DUHD RI .2 DFUHV. DUDLQDJH DUHD 3 KDV D GUDLQDJH DUH RI 22.2 DFUHV. DUDLQDJH DUHD 4 KDV DGUDLQDJH DUHD RI .1 DFUHV. DUDLQDJH DUH KDV D GUDLQDJH DUHD RI 4.2 DFUHV. 10 \HDU SRVW GHYHORSPHQW IORZV DUH UHGXFHG EHORZ SUHGHYHORSPHQW FRQGLWLRQV IRU VWXG\ SRLQWV 1-.:DWHU 4XDOLW\:TKH 9LUJLQLD 5XQRII 5HGXFWLRQ 0HWKRG IRU NHZ-DHYHORSPHQW :RUNVKHHW Y3.0-2013 SWDQGDUGV DQG SSHFLILFDWLRQV ZDV XVHG WR YHULI\ FRPSOLDQFH RI WKHZDWHU TXDOLW\ FRQWURO UHTXLUHPHQWV. TKH UHTXLUHG SKRVSKRUXV UHGXFWLRQ IRU WKH VLWH LV 3.4 OE\U. TKH SKRVSKRUXV UHGXFWLRQ ZDV DFKLHYHG E\ B03'VDQG SXUFKDVLQJ 13.2 OE\U IURP DQ RIIVLWH QXWULHQW EDQN.:ETLAND 0ITIGATION A5EA5I3A5IAN B8FFE5:ATE5 48ALITYCONSE59ATION EAS0ENTDELINEATED :ETLANDS03/29/2024 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWMWMSSSGARAGEGARAGELOT 1126LOT 112710+00 11+00 17+0018+0019+0020' FREDERICKWATER ESMT.SECTION AA-1 SECTION AA-2 SECTION AA-1 SECTION AA-2 S E C T I O N A A - 1 S E C T I O N A A - 2SLAB =648.14SLAB =648.8117+0018+0019+0020+00628.4 62 9 . 4 63 2 . 4 63 3 . 9 632.4633.9633.9 632.4 633.9629.4628.4629.4632.4633.9 6 2 9 . 4 6 3 2 . 4 6 3 3 . 9 632. 4 633. 9 63 6 63 8 636642638640634632630644 642637 637 637 637 636 636636 63 0 63 2 63 4 634 636 638 636 637 637 636 632 634 6 3 4 6 3 7 6 3 7 6 3 6 6 3 2 6 3 4 6 3 6 637632630634636637636634634636637637636634634636 638 63 8 634636 638 640642644 5:15:15:1 5:15:15:1 5: 1 5:13:13:13:13:1 "A" "A " C11 111 122 131 132 130 121 121A130A C10 120 110 SPILLWAY 1 CL 1 RIP RAP ARMORING CL A1 RIP RAP CL A1 RIP RAP10' AQUAT IC BENCH 1 0 ' A Q U A T I C B E N C H 10' AQUATIC BEN C H 63 7 . 1 637.1 637.1 637.1 637.1637.18' T O P = 6 3 7 . 0 0 8' T O P = 6 3 7 . 0 0 8' TOP = 637 .00 SCS 250 BY NA GREEN OR APPROV. EQUIV. ON EMERGENCY SPILLWAY ELEV=635.85 3:13:1 34 00 INV 28 20 LP 3.7 33 90 SPILLWAY 27 90 LP 34 85 RISER 33 90 ORIFICE 29 00 INV 4. 2 4.7 0.5 0.5 35 85 WEIR 35 85 WEIR 35 85 WEIR 35 85 WEIR LOD LOD LOD FOREBAY WET POOL 6 3 0 63040'SWM POND 2 PLAN VIEWSTEPHENSON VILLAGE II151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date 1"=20' 29 12/11/2023 TTC/ZJ 79 2760B NOTES: 1.THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED AND THE STARTING WSE IS THE TOP OF THE RISER. 2.ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER OR CONSTRUCTION INSPECTOR. 3.EMBANKMENT CONTROLLED FILL (SOIL MATERIALS) TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER. 4.REFER TO GENERAL NOTES - PERMANENT SWM EMBANKMENT NOTES ON SHEET 2. 5.PHREATICLINE DOES NOT CROSS THE TOE OF THE EMBANKMENT THEREFORE NO DRAINAGE SYSTEM IS REQUIRED. 6.POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINED SOILS. FINE GRAINED SOILS SHALL HAVE STONE 1" OR LESS IN DIAMETER FOR A MINIMUM OF 2' AROUND PIPE IN AREAS OF BACKFILL. 7.CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE OR HIGHER WITH 1:1 SIDE SLOPES. 8.CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROM GEOTECHNICAL REPORT. 03/29/2024 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 615 620 625 630 635 640 645 650 615 620 625 630 635 640 645 650 111 TOP 634.556' - 36 RCP III W.T.-OINTS # 1.00 110 3+2.60 BASE 5'IN9 OUT 62.56IN9 IN 62.564+3.0 ES-1 36IN9 OUT 62.00EMERGENCY SPILLWAY ELE9 635.5 LINE WITH SCS 250 MAT BY NA GREEN OR APPR. EQUI9. DAM TOP ELE9 63.00 MIN 4' WIDE CLAY CORE W4' DEEP CUTOFF TRENCH 1:1 SIDE SLOPES OR FLATTER '1:11:15+50 PHREATIC LINE 4:160 RISERFOREBAY TY 6 IW3 DEEP POOL TY 12503 IW3 HOMOGENEOUS FILL COMPACTED TO 5 DENSITY CONCRETE CRADLE CL A1 RIP RAP E; GR A D E PROP GRADE0.50 CL 1 RIP RAP 5' SPILLWAY 1 SEE DETAIL THIS SHEET NORMAL POOL ELE9 633.0 10' AQUATIC BENCH 0-1 DEEP6 MIN TOPSOIL CO9ER 120 CL A1 RIP RAP POND 2 SECTION 'A' H: 1 50'9: 1 5' MIN 2' CLAY LINER OR APPRO9ED GEOSYNTHETIC W MIN 6 TOPSOIL CAP 10YR WS ELE9 635.64 1YR WS ELE9 635.1 100YR WS ELE9 636.00SWM POND 2 DETAILSSTEPHENSON 9ILLAGE II151 WLQG\ HLOO LDQHWLQFKHVWHU 9LUJLQLD 22602THOHSKRQH: 540 662-415FD[: 540 22-52ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SER9ING 9IRGINIA WEST 9IRGINIAOFFICES IN: WINCHESTER 9A MARTINSBURG W9RHY. NR.DDWH AS SHOWN 30 12112023 TTC=- 260B 40' EMERGENCY SPILLWAY NOT TO SCALE 1.15' 5 : 1 5:1TOP OF BERM 63.00 51.5' ELE9 635.5 10' WIDE AQUATIC BENCH AQUATIC BENCH DETAIL NOT TO SCALE 15 NORMAL POOL NOTES: 1.THE 100 YEAR WATER SURFACE ELE9ATION WSE ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED AND THE STARTING WSE IS THE TOP OF THE RISER. 2.ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER OR CONSTRUCTION INSPECTOR. 3.EMBAN.MENT CONTROLLED FILL SOIL MATERIALS TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER. 4.REFER TO GENERAL NOTES - PERMANENT SWM EMBAN.MENT NOTES ON SHEET 2. 5.PHREATICLINE DOES NOT CROSS THE TOE OF THE EMBAN.MENT THEREFORE NO DRAINAGE SYSTEM IS REQUIRED. 6.POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINED SOILS. FINE GRAINED SOILS SHALL HA9E STONE 1 OR LESS IN DIAMETER FOR A MINIMUM OF 2' AROUND PIPE IN AREAS OF BAC.FILL. .CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE OR HIGHER WITH 1:1 SIDE SLOPES. .CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROM GEOTECHNICAL REPORT. CLAY LINER NOTES: 1.A CLAY LINER SHOULD HA9E A MINIMUM THIC.NESS OF 24 INCHES AND SHOULD COMPLY WITH THE SPECIFICATIONS PRO9IDED IN TABLE 3.0-3. 2.A LAYER OF COMPACTED TOPSOIL MINIMUM 6-12 INCHES THIC. SHOULD BE PLACED O9ER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEED MI;TURE REFER TO 9ESCH 12 EDITION. 3.A SYNTHETIC LINER WITH A MINIMUM THIC.NESS OF 60 MIL. OR OTHER LINER TYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PRO9IDED 9ERIFYING THE LINER MATERIAL'S PERFORMANCE. SCS 250 MATTING BY NA GREEN OR APPRO9ED EQUI9. 5.5' SPILLWAY 1 NOT TO SCALE 1.00' 5 : 1 5:115.5' ELE9 633.0 CL 1 RIP RAP 2' DEEP 36 RCP ASTM C-361 RUBBER GAS.ETS W.T. -OINTS 5' 0.5' TOP OF RISER ELE9 634.5 TYP.TRASH RAC. BY PLASTIC SOLUTION OR APPRO9ED EQUAL PRECAST RCP BASE AND RISER STRUCTURE 9DOT A4 CONCRETE - 5' INSIDE DIAMETER CONCRETE FILL FOR BUOYANCY NORMAL POOL WS ELE9 633.0 ELE9 62.56 POND 2 WET POND L9L 1 PRINCIPAL RISER PLAN 9IEW NTS TOP TRASH RAC. NOT SHOWN FOR CLARITY 36 PIPE PRECAST RCP BASE AND RISER STRUCTURE 9DOT A4 CONCRETE - 5' INSIDE DIAMETER PLASTIC SOLUTIONS TRASH RAC. OR APPRO9ED EQUAL 2.5' 3 : 1 10' AQUATIC BENCH 0-1 DEEP 62.0 DEWATERING SUMP 6 ORIFICE ELE9 633.0 10' AQUATIC BENCH 0-1 DEEP PLASTIC SOLUTIONS TRASH RAC. OR APPRO9ED EQUAL PROP. G R A D E 6.6' 0.5' MINUMUM MIN 6 THIC. WALL MIN 6 THIC. WALL NON WO9EN GEOTE;TILE 6 ORIFICE POND 2 WET POND L9L 1 PRINCIPAL RISER SECTION NTS 03/29/2024 X 646543 43 5049 28 28 282824'24'24'24'24'34.5'34.5'24'24'24'24'25.3'31.590'45.3'24'24'24'24'34.5'110'110'110' 110' 110' 110'34.5'24'24'24'24'34.5'110'110'110'110'110'110'110'69.8'51'51'51'51'51'51'51'51'51'51'51'51'53.2'32.1 ' 100' 120' 120' 120'120'120'120'120'20' BRL20' BRL10' BRL 10' BRL10' BRL 10' BRL 20' BRL20' BRL15' BRL20' BRL5' BRL 10' BRL100'120'120'10' BRL5' BRL110'110'110'110'110'110'110'110'42.5'42.5'90'31.4'22.5'30'30'30'30'30'30'10' BRL10' BRL90'22.5'31.4'30'30'30'30'30'30'30'20' BRL20' BRL20' BRL20' BRL115.1'25.8'40.5'15' BRL20' BRL40.5 '40.5 '40.5 '40.5 ' 5' BRL 10' BRL 5' BRL5' BRL15' BRL20' BRL40.5'40.5'30'30'20.5'40.5'31 .4 '90'110'110'110'112.5'116'34.5'34.5'24.0'10' BRL10' BRL20' BRL20' BRL20' BRL20' BRL10' BRL5' BRL5' BRL15' BRL20' BRL65.5 '53.5 '48.4 '51.3 '34.6'24.3'10' BRL20' BRL20' BRL10' BRL110'110'34.5'35.5'20' BRL10' BRL 10' BRL 110' 110' 110' 110'34.5'34.5'24'24'91'120'15' B R L GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGELOT 1001LOT 1002LOT 1003LOT 1004LOT 1005LOT 1006LOT 1007LOT 1008LOT 1009LOT 1010LOT 1011LOT 1012LOT 1014LOT 1015LOT1016LOT 1017LOT 1018LOT 1019LOT 1020LOT 1021LOT 1022LOT 1023LOT 1024LOT 1025LOT 1026LOT 1027LOT 1028LOT 1029LOT 1030LOT 1031LOT 1032LOT 1033LOT 1034LOT 1035LOT 1074LOT 1075LOT 1076LOT 1077LOT 1078LOT 1079LOT 1080LOT 1081LOT 1098GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE3,300 SF3,300 SF3,300 SF4,594 SF4,594 SF3,300 SF3,300 SF3,300 SF6,120 SF7,234 SF4,369 SF3,300 SF4,455 SF3,830 SF2,739 SF4,135 SF6,954 SF6,396 SF4,692 SF4,711 SF4,657 SF5,338 SF8,548 SF6,120 SF6,120 SF6,120 SF6,120 SF6,120 SF6,120 SF2,640 SF2,640 SF2,640 SF2,640 SF2,640 SF3,795 SF3,795 SF2,640 SF2,640 SF2,640 SF2,640 SF4,897 SFGARAGEGARAGEGARAGE34.5'WAGTAI L LANE44' ROWWAGTAIL LANE52' ROWKEYSTONE LANE52' ROWCASTAWAY PLACE40' ROWGRANITE RIDGE DRIVE85' ROWGARAGELOT 10133,795 SF110'GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE20' TYP9' TYPCG-12CCG-12CCG-12C5' SIDEWALK5' SIDEWALK5' SIDEWALKRTCRRTCRCG-6CG-6CG-6CG-6CG-6RTCRTCRTCRTCRTCRTCRTCRTCRTCRCG-6RTCRRTCCG-2CG-2CG-6CG-65' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' S IDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK44'52'32'63.5'30.7'53'32'27'47'27'44'24'16' TYP16' TYP16' TYP16' TYP16 ' TYP . 1 6 ' TYP .16' TYP16' TYP5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSESTOP BARSTOP BAR TYP.STOP BARSTOP BARSTOP BAR73'100'5' SIDEWALK13'23.2 '22.4 ' 40.5'19.2'24.8'23'12'19'13'12'13'10'130.0'10' X 10' GUARDSHACK4 0 ' R40'R6.5 'R9.6 'R9.5 'R9.5'RCROSSWALKTYPEX. GRAVEL TRAIL(APPROX. 10' WIDE)STOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTOP SIGNSTREET SIGNSTREET SIGNSTREET SIGNSTREET SIGNCROSSWALK TYPCROSSWALK TYPTOWNHOUSELOTS24'TOWNHOUSELOTSTOWNHOUSELOTSTOWNHOUSELOTSTOWNHOUSELOTSTOWNHOUSELOTSTOWNHOUSELOTSBMP #2CG-6RTCBMP #3-1BMP #3-240'44'123'123'123'15' BRL20' BRL5' BRL5' BRL115'116.6'115' 115' 95.7'40.5'40.5'5' BRL5' BRL5' BRL35'R35' R16' TYP40.5'49.1'GARAGE110.2'124.3'32'52'130.3'15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL 5' BRL 5' BRL 5' BRL 32'5' CSE 5' CSE 85.5'28'R28'R70'20'30 'R30'RCG-12CRTC RTCCG-12C30'R30'RCG-12C30'R30'RCG-12CCG-12C30'R30'RCG-12C24'44'STREET SIGN53.5'CG-12C25' ROADBUFFER25' ROADBUFFERSTORMDRAINAGE ESMT.STORMDRAINAGE ESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGE ESMT.STORMDRAINAGEESMT.STORMDRAINAGE ESMT.61'51'51'15' BRL15' BRL15' BRL 20' BRL16' TYP20' BRL20' BRL 31.4'51'51'41'30.4'STORMDRAINAGEESMT.STORMDRAINAGE ESMT.10' BRLSTREET LIGHTSTREETLIGHTSTREET LIGHTSTREET LIGHT280' SDL280' SDR280' SDL280' SDR280' SDR280' SDL134' SDL280' SDL10+00206.0' TURN LANE200.0' TAPER13.0'12.0'12.0'24.0'13.0'12.0'200' TURN LANE12.0'13.0'12.0'13.0'12.0'12.0'320' CL TRANSITION350'RAISED MEDIANCG-2CG-2CG-211'R56+0057+0058+0059+0060+0061+0062+0063+0064+0065+00PCPCPC2.5'R 50'R50'R50'R50'RMONUMENTSIGN3 RAILPADDOCKFENCE3 RAILPADDOCKFENCEFREESTANDINGPIERFREESTANDINGPIER10+0011+0010+0011+0012+0013+0014+0015+0016+0017+0010+0011+0012+0013+0014+0010+0011+0012+0013+0014+0013+0010+0011+0012+0013+0014+0015+00OUTSIDE LANE AUTOMATIC GATEFOR RESIDENTS (NO KEYPAD)INSIDE LANE KEY PAD FORGUESTS (STOP AT GUARD SHACK)AUTOMATIC GATE FOR EXITU-TURN AREASTORMDRAINAGE ESMT.161162532532694693STREETLIGHT20' FREDERICKWATER ESMT.SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEW20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.SIGHTDISTANCEESM'T280' SDR280' SDR280' SDL SIGHT DISTANCE ESM'TCG-6CG-6CG-2CG-2CG-6CG-6PROP ACCESS ESMT TYP.PROP ROWPROP ROWPROP ROWPROP ROW151 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 & MARTINSBURG, WV1 30'31GEOMETRY PLANRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1603001530SCALE: 1 30'MATCH LINE-SHEET 32 PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARYSTREET ACCEPTANCE REQUIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THEVIRGINIA DEPARTMENT OF TRANSPORTATION OR FREDERICK COUNTY. THISROAD IS NOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE REQUIRED TO BELONGTO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THEPRIVATE STREETS.3.DRIVEWAYS SHOWN AS 16' WIDE, MAY BE REDUCED TO 10' DEPENDING ONOPTION SELECTED DURING HOUSE SITE PHASE.MATCH LINE-SHEET 3303/29/2024 5' BRL15' BRL20' BRL53.5'20' BRL10' BRL 110'110'110'110'34.5'34.5'24'24'120'5' BRL15' BRL23.4'LOT 1025GARAGE6,396 SFGRANITE RIDGE DRIVE85' ROWGRANITE RIDGE DRIVE54' ROWCG-12CCG-12CCG-2CG-6CG-65' SIDEWALK 5' SIDEWALK5' SIDEWALK16' TYP.CG-12C34'STOP BARSTOP BAR73'100'5' SIDEWALK13'23.2'22.4'40.5'19.2'24.8'19'13'12'10'130.0'10' X 10' GUARDSHACK40'R6.5'R9.6'R9.5'R9.5'RCROSSWALKTYPEX. GRAVEL TRAIL(APPROX. 10' WIDE)STOP SIGNSTOPSIGNSTREET SIGNTOWNHOUSELOTS35'RCROSSWALKTYPCG-12C123'123'35'R35'RBMP #4STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.STREETLIGHT280' SDR280' SDL280' SDR199.6' TAPER200' TURN LANE12.0'13.0'12.0'13.0'12.0'12.0'64+0065+0066+0067+00PCPC2.5'R 50'R50'R35'RSTORMDRAINAGEESMT.MONUMENTSIGN3 RAILPADDOCKFENCEFREESTANDINGPIER10+0010+00 13+0014+0015+0016+0017+0018+0019+00AUTOMATIC GATE FOR EXITU-TURN AREA334334532532693SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEW20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.CG-6CG-6CG-2CG-2CG-6CG-6SECTI O N A A - 1 SECTI O N A A - 2 S E C T I O N A A - 1 S E C T I O N A A - 2 SECTION AA-1SECTION AA-2PROP ROWPROP ROW151 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 & MARTINSBURG, WV1 30'32GEOMETRY PLANRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1603001530SCALE: 1 30'MATCH LINE-SHEET 31 MATCH LINE-SHEET 34PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARYSTREET ACCEPTANCE REQUIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THEVIRGINIA DEPARTMENT OF TRANSPORTATION OR FREDERICK COUNTY. THISROAD IS NOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE REQUIRED TO BELONGTO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THEPRIVATE STREETS.3.DRIVEWAYS SHOWN AS 16' WIDE, MAY BE REDUCED TO 10' DEPENDING ONOPTION SELECTED DURING HOUSE SITE PHASE.03/29/2024 43 43 5049 131326269841 41 100'120'120'120'120'120'120'120'120'120'10' BRL5' BRL5' BRL110'110'110'110'110'110'110'110'110'110'110'120'120'42.5'42.5'90'31.4'22.5'30'30'30'30'30'30'30'30'40.5'40.5'30'30'30'30'40.5'10' BRL10' BRL10' BRL10' BRL90'22.5'31.4'30'30'30'30'30'40.5'30'30'30'40.5'20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL110'110'110'110'110'110'90.6'30.8'20.5'40.5'40.5'43'43.3'30'30'30'30'30'30'30'30'30'30'30'30'40.5'25.7'32 '89.5'40.5'40.5'30'31 .4 '90'110'110'110'112.5'116'34.5'34.5'24.0'10' BRL10' BRL20' BRL20' BRL20' BRL20' BRL10' BRL5' BRL15' BRL65.5 '53.5 '10' BRL10' BRL10' BRL10' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL10' BRL10' BRL10' BRL10' BRL110'110'110'110'110'110'110'110'110'110'110'110'110'110'110'110'110'110'110'90.6'30.9'20.5'43'30'30'30'40.5'40.5'30'30'30'30'30'40.5'40.5'34.5'34.5'24'34.5'35.5'24'34.5'34.5'34.2'17'32'89.5'24'24'24'24'24'24'24'24'24'24'20' BRL20' BRL10' BRL 10' BRL 110' 110' 110' 110'34.5'34.5'24'24'24'24'34.5'15.5'29.9'91'110'110'110'110'90.6'120'120'99.5'56.1'51'56.6'66.9' 65.2'120'120'120'15' B R L37.4'24'24'35'20' BRL20' BRL10' BRL10' BRL10' BRL 5' BRL50.2'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'115' 115' 115' 115' 115' 115' 115' 115' 115' 115' 115' 115' 115' 115' 115' 115' 115' 95.5'30.4'33.7'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'30.9'24'24'24'35'24'14.9'GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGELOT 1026LOT 1027LOT 1028LOT 1029LOT 1030LOT 1031LOT 1032LOT 1033LOT 1034LOT 1035LOT 1036LOT 1037LOT 1038LOT 1039LOT 1040LOT 1041LOT 1042LOT 1043LOT 1044LOT 1045LOT 1046LOT 1047LOT 1048LOT 1049LOT 1050LOT 1051LOT 1052LOT 1053LOT 1054LOT 1055LOT 1056LOT 1057LOT 1058LOT 1059LOT 1060LOT 1066LOT 1067LOT 1068LOT 1069LOT 1070LOT 1071LOT 1072LOT 1073LOT 1074LOT 1075LOT 1076LOT 1077LOT 1078LOT 1079LOT 1080LOT 1081LOT 1082LOT 1083LOT 1084LOT 1085LOT 1086LOT 1087LOT 1088LOT 1089LOT 1090LOT 1091LOT 1092LOT 1093LOT 1094LOT 1095LOT 1096LOT 1097LOT 1098LOT 1099LOT 1100LOT 1101LOT 1102LOT 1103LOT 1104LOT 1105LOT 1106LOT 1107LOT 1108LOT 1109LOT 1110LOT 1111LOT 1112LOT 1113LOT 1114LOT 1115LOT 1116GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE3797 SF2642 SF2642 SF3720 SF3795 SF2640 SF2640 SF2640 SF3865 SF3869 SF2640 SF2640 SF2640 SF2640 SF2640 SF3795 SF3795 SF2640 SF3795 SF4455 SF3300 SF4455 SF4455 SF3300 SF3300 SF3300 SF4480 SF4832 SF3300 SF3300 SF3300 SF3300 SF4455 SF4455 SF3300 SF3300 SF3300 SF3300 SF4594 SF4594 SF3300 SF3300 SF3300 SF3300 SF4455 SF4455 SF3300 SF3300 SF3300 SF3300 SF4482 SF4658 SF4658 SF4658 SF4658 SF4658 SF4658 SF4658 SF4658 SF4658 SF4658 SF4658 SF4658 SF4658 SF4658 SF4658 SF4658 SF5861 SF6120 SF6120 SF6120 SF6120 SF6120 SF6120 SF6120 SF6120 SF6120 SF6120 SF7234 SF4369 SF3300 SF4455 SF3830 SF2739 SF4135 SF6954 SFGARAGEGARAGEGARAGEGARAGE10'KEYSTONE LANE44' ROWMAGPIE LANE47' ROWHEIRLOOM WAY44' ROWWEBSTER COURT52' ROWWEBSTER COURT52' ROWMAGPIE LANE47' ROWGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE18.0' TYP10.0'TYPCG12CCG12CRTCRTCRRTCRTCRCG6RTCRRTCRTCRRTCRTCRTCRTCRTCRTCRTCRTCRTCCG6CG6RTCRTCRRTCRTCRRTCRTCRTCR5' SIDE:AL.5' SIDE:AL.5' SIDE:AL.5' SIDE:AL.5' SIDE:AL.5' SIDE:AL.5' SIDE:AL.5' SIDE:AL.5' SIDE:AL.5' SIDE:AL.5' SIDE:AL.5' SIDE:AL.5' SIDE:AL.47'27'47'52'32'24'44'24'24'44'26'16' TYP16' TYP16' TYP16' TYP16' TYP16' TYP16' TYP16' TYP16' TYP5' CSE5' CSE 5' CSE 5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSESTO3 BARSTO3 BARSTO3 BARSTO3 BARSTO3BARSTO3 SIGNSTO3 SIGN44'STO3 SIGNSTREET SIGNSTREET SIGNSTREET SIGNSTREET SIGNCG12CCG12CTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSCG210' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL5' BRL 5' BRL 5' BRL 5' BRL 5' BRL 5' BRL 5' BRL 5' BRL 5' BRL 5' BRL 5' BRL 5' BRL 5' BRL 5' BRL 5' BRL 15' BRL 15' BRL15' BRL15' BRL 123'123'123'15' BRL5' BRL5' BRL113'132'110'3 0 ' R 30'R30'R 30'RCG12CCG12CCROSS:AL. TY330'R30'RCG12C30'R30'R CROSS:AL. TY3CROSS:AL.TY316' TYP16' TYP16' TYP16' TYP16' TYP16' TYP16' TYP16' TYP16' TYP16' TYP134'40.5'40.5'5'R5 'R5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL110'16' TYPGARAGE110.2'124.3'30'R30'R110'VERMILLION LANE36' ROWSTOR0 DRAINAGEES0T.STOR0DRAINAGE ES0T.STOR0DRAINAGE ES0T.STOR0DRAINAGE ES0T.STOR0DRAINAGEES0T.STOR0DRAINAGEES0T.STOR0DRAINAGE ES0T.61'51'51'51'51'51'51'51'51'51'51'15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL 20' BRL16' TYP16' TYP.20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL 31.4'51'51'51'51'51'51'51'51'51'51'41'110'110'110'110'110'110'10' BRLSTOR0 DRAINAGEES0T.44'STOR0DRAINAGE ES0T.10' BRLSTOR0DRAINAGE ES0T.STOR0DRAINAGEES0T.STREET LIGHTSTREETLIGHTSTREET LIGHTSTREETLIGHTSTREET LIGHT280' SDR280' SDL280' SDR136' SDL 110' SDR227' SDL 280' SDR280' SDR10' BRL10' BRL52'32'11001200130014001500140015001600170010001100120013001000110010001100120013001400150016001700CG2 CG2 CG620' FREDERIC.:ATER ES0T.30' FREDERIC.:ATER ES0T.280' SDR280' SDL SIGHT DISTANCE ES0'TRTC26'5' SIDE:AL.5' SIDE:AL.5' SIDE:AL.E;. 3RO3ERTY LINEE;. 3RO3ERTY LINE5' CSE5' CSECG12B151 :LQG\ HLOO LDQH :LQFKHVWHU 9LUJLQLD 22602 THOHSKRQH: 540 6624185 FD[: 540 7229528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:3RO8DLY SER9ING 9IRGINIA :EST 9IRGINIA OFFICES IN: :INCHESTER 9A 0ARTINSB8RG :91" = 30'33GEO0ETRY 3LANRHY. NR.DDWH0303142024STONE:ALL 0AGISTERIAL DISTRICT FREDERIC. CO8NTY 9IRGINIA12112023TTC=- 792760BSTE3HENSON 9ILLAGE II SECTION AA1603001530SCALE: 1" = 30'0ATCH LINESHEET 310ATCH LINESHEET 343RI9ATE ROAD STATE0ENT:1.THE ROAD IN THIS S8BDI9ISION DOES NOT 0EET THE 9IRGINIA SECONDARY STREET ACCE3TANCE RE48IRE0ENTS NECESSARY FOR INCL8SION IN THE SYSTE0 OFSTATE HIGH:AYS AND :ILL NOT BE 0AINTAINED BY THE 9IRGINIA DE3ART0ENT OF TRANS3ORTATION OR FREDERIC. CO8NTY. THIS ROAD IS NOT ELIGIBLE FORR8RAL ADDITION F8NDS OR ANY OTHER F8NDS A33RO3RIATED BY THE GENERAL ASSE0BLY AND ALLOCATED BY THE CO00ON:EALTH TRANS3ORTATION BOARD.2.ALL 3RO3ERTY O:NERS IN SNO:DEN BRIDGE ARE RE48IRED TO BELONG TO THE HOA AND ARE RES3ONSIBLE FOR THE 0AINTENANCE OF THE 3RI9ATE STREETS.3.DRI9E:AYS SHO:N AS 16' :IDE 0AY BE RED8CED TO 10' DE3ENDING ON O3TION SELECTED D8RING HO8SE SITE 3HASE.03/29/2024 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX112112848498 15' BRL53.5'20' BRL20' BRL10' BRL 110'110'110'110'34.5'34.5'24'24'24'24'34.5'15.5'110'110'110'110'90.6'120'120'99.5'32'38.9'56.1'51'56.6'66.9'65.2'120'120'120'5' BRL15' BRL20' BRL10' BRL51'48.4'48.1'49.9'37.4'24'24'35'20' BRL20' BRL10' BRL10' BRL20' BRL15' BRL5' BRL40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'115'115'115'115'115'115'115'115'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'40.5'109.5'118.7'26.2'30.9'62.4'23.4'40.5'42.7'53.2'25.6' 40.4'40.5'48.7' 15' B R L 20' BRL 10' BRL5' BRL5' BRL15' BRL 20' BRL 10' BRL24'GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGELOT 1057LOT 1058LOT 1059LOT 1060LOT 1061LOT 1062LOT 1063LOT 1064LOT 1065LOT 1108LOT 1109LOT 1110LOT 1111LOT 1112LOT 1113LOT 1114LOT 1115LOT 1116LOT 1117LOT 1118LOT 1119LOT 1120LOT 1121LOT 1122LOT 1123LOT 1124LOT 1125LOT 1126LOT 1127GARAGEGARAGEGARAGEGARAGEGARAGE5,382 SF5,911 SF5,288 SF4,776 SF4,658 SF5,347 SF6,840 SF6,120 SF6,392 SF6,841 SF6,764 SF3,797 SF2,642 SF2,642 SF3,720 SF3,795 SF2,640 SF2,640 SF2,640 SF3,865 SF4,658 SF4,658 SF4,658 SF4,658 SF4,658 SF4,658 SF4,658 SF4,658 SF4,658 SF10'LAWFORD WAY52' ROWWEBSTER COURT52' ROWGRANITE RIDGE DRIVE54' ROWGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE18.0' TYP10.0'TYPCG-12CRTCRRTCRTCRTCCG-6RTCRRTC RTCRRTCCG-6RTC5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK52'32'52'32'16' TYP5' CSE5' CSE5' CSE 5' CSE5' CSE5' CSE5' CSE CG-12C34'STOP BARSTOP BARSTOP SIGNSTOPSIGNSTREET SIGNSTREETSIGNTOWNHOUSELOTSTOWNHOUSELOTSCG-230'R30'RCG-12CCG-12C78.3'20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL 20' BRL 15' BRL 35'RCROSSWALKTYPCG-12C5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL15' BRL15' BRL15' BRL15' BRL 20' BRL20' BRL20' BRL20' BRL 16' TYP16' TYP 16' TYP 16' TYP 123'123'132'110'TYP16' TYP16' TYP16' TYP16' TYP16' TYP5'R5'RBMP #438.4' 45.7 ' 38.5 'CROSSWALK TYPVERMILLION LANE36' ROWSTORMDRAINAGE ESMT.STORMDRAINAGE ESMT.STORMDRAINAGEESMT.115'STORMDRAINAGEESMT.STORM DRAINAGE ESMT.STREETLIGHTSTREETLIGHTSTREETLIGHT280' SDL280' SDR83' SDL280' SDR280' SDL280' SDR35'RSTORMDRAINAGEESMT.PROPOSED RETAININGWALL(5.5' MAX HEIGHT)5' BRL5' BRL11+0010+0011+0012+0013+0016+0017+0018+0019+0016+0017+0018+0019+00118.7'115'115'115'95.6'CG-2CG-2 CG-633433420' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.CG-6CG-6SECTIO N A A - 1 SECTIO N A A - 2 SECTIO N A A - 1 SECTIO N A A - 2 SECTIO N A A - 1 SECTIO N A A - 2 19+85.00 =END SEC AA-1BEGIN SEC AA-226'5' SIDEWALKEX. PROPERTY LINEEX. PROPERTY LINE5' CSE151 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 & MARTINSBURG, WV1 = 30'34GEOMETRY PLANRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1603001530SCALE: 1 = 30'MATCH LINE-SHEET 33 MATCH LINE-SHEET 32PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARYSTREET ACCEPTANCE REQUIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THEVIRGINIA DEPARTMENT OF TRANSPORTATION OR FREDERICK COUNTY. THISROAD IS NOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE REQUIRED TO BELONGTO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THEPRIVATE STREETS.3.DRIVEWAYS SHOWN AS 16' WIDE, MAY BE REDUCED TO 10' DEPENDING ONOPTION SELECTED DURING HOUSE SITE PHASE.03/29/2024 WMWWWWWWWWSSSWWWSSSSSSSSSSSSSSSS S S S ARVWWWWWWWWWWWWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSWWWWWWWWWWWWWWWWWWWWWSSSSSSWMWMARVLOT 1001LOT 1002LOT 1003LOT 1004LOT 1005LOT 1006LOT 1007LOT 1008LOT 1009LOT 1010LOT 1011LOT 1012LOT 1014LOT 1015LOT1016LOT 1017LOT 1018LOT 1019LOT 1020LOT 1021LOT 1022LOT 1023LOT 1024LOT 1025LOT 1026LOT 1027LOT 1028LOT 1029LOT 1030LOT 1031LOT 1032LOT 1033LOT 1034LOT 1035LOT 1074LOT 1075LOT 1076LOT 1077LOT 1078LOT 1079LOT 1080LOT 1081LOT 1098LOT 1013BMP #2BMP #3-1BMP #3-2STREET LIGHTSTREETLIGHTSTREET LIGHTSTREET LIGHT10+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+00PCPCPCPC10+0011+0010+0011+0012+0013+0014+0015+0016+0017+0010+0011+0012+0013+0014+0010+0011+0012+0013+0014+0013+0010+0011+0012+0013+0014+0015+00STREETLIGHTSNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWSIGHTDISTANCEESM'TSIGHT DISTANCE ESM'TWMWMX SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEX140EX139EX138EX137246245244C223612241C241A241BC4247ARVARVSTORMDRAINAGE ESMT.SAN LAT(TYP)**WM(TYP)SAN LAT(TYP)**WM(TYP)SAN LAT(TYP)WAGTAIL LANEWAGTAIL LANEKEYSTONE LANECASTAWAY PLACEGRANITE RIDGE DRIVECONNECT TO EX. FREDERICK WATERUTILITY. CONTRACTOR TO FIELD VERIFYAS-BUILT CONDITIONS OF UTILITY PRIOR TOSTART OF CONSTRUCTION8"x8" TEE,3-8" G.V.1-8" G.V., 8"x6"REDUCER,FIRE HYD.ASS'Y350' R415' R12"x8" CROSS,2-12" G.V.,2-8" G.V.20' - 8" STUBW/FLUSHING ASS'Y(25' PREBLAST ZONEFOR FUTURECONNECTIONS ASREQUIRED PER FWINSPECTOR)CONNECT TO EX. WATERLINE.CONTRACTOR TO FIELD VERIFY AS-BUILTCONDITIONS OF WATERLINE PRIOR TOSTART OF CONSTRUCTION8"x8" CROSS,4-8" G.V.**WM(TYP)8"x8" TEE,3-8" G.V.1-8" G.V.8"x6" REDUCERFIRE HYD.ASS'YSAN LAT(TYP)**WM(TYP)SAN LAT(TYP)12" DIP WATERLINE "B"12" DIP WATERLINE "B"8" DIP WATERLINE "E"8" DIP WATERLINE "C"8" DIP WATERLINE "C"8" D IP WATERL INE "C"8" DIP WATERLINE "A"AIR RELEASEVALVE (TYP)AIR RELEASEVALVE (TYP)TPTPTP1" IRRIGATIONMETERMAGPIE LANE8"x6" TEE,2-6" G.V.**WM(TYP)8" DIP WATERLINE11 1/4°BENDFREDERICKWATER ESMT.300 ' R 20' FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.8"x6" TEE, 2-6" G.V., FHASS'Y W/ BOLLARDS17161515A84A84B84858686A19A191818A125A1256283618182608083A71A7170414050513114A1432331312A30A1A2A3A4A5A6A17A7A16A19A20A32STORMDRAINAGEESMT.CONTRACTOR TOCOORDINATE VERTICALGAS LINE ADJUSTMENT WITH WASH. GASSTORMDRAINAGEESMT.FIRE HYD. ASS'YW/ BOLLARDS8"X6" TEE1-6" G.V.18+0010+0011+0012+0013+0011+0012+0013+0014+0015+0010+0011+0013+00 10+0011+0012+0013+0014+0015+0016+0017+005' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE 5' CSEFIRE HYD. ASS'YW/ BOLLARDS5' CSEA1420' FREDERICK WATERESMT. PROP. WITHBLVD PLANCONTRACTOR TORAISE EX. MANHOLE(SEE SHEET 74)45° BENDFREDERICKWATER ESMT.11+0012+0013+0014+0015+0016+0017+00151 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 & MARTINSBURG, WV1" 30'35UTILITY PLANRev. No.Date0201/29/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1 **CENTERLINE OF PROPOSED WATER METER BOXESSHALL BE LOCATED 3' BEYOND THE BACK EDGE OFSIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTYTRAFFIC RATED LID SHALL BE USED. THE EXACTLOCATION OF NEW WATER SERVICES SHALL BECOORDINATED WITH FREDERICK WATER'S INSPECTOR.603001530SCALE: 1" 30'MATCH LINE-SHEET 36 NOTES:1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FORREFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OFTHESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THESERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITYCOMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TODETERMINE THE BEST COURSE OF ACTION.2.EXISTING SANITARY SEWER INVERT INFORMATION PROVIDED ON SHEET 4.3.CONTRACTOR SHALL ADJUST EXISTING FREDERICK WATER FACILITIES TOGRADE PER FREDERICK WATER'S INSPECTORS REQUIREMENTSMATCH LINE-SHEET 3703/29/2024 WWWWWWWWWWWWWWWWSSSSWWSARVLOT 1025BMP #4STREETLIGHT64+0065+0066+0067+00PCPC10+0010+00 13+0014+0015+0016+0017+0018+0019+00SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWSECTI O N A A - 1 SECTIO N A A - 2 S E C T I O N A A - 1 S E C T I O N A A - 2 SECTION AA-1SECTION AA-2SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEX136EX135EX134EX133246245247248249ARVGRANITE RIDGE DRIVE415' R12"x8" CROSS,2-12" G.V.,2-8" G.V.20' - 8" STUBW/FLUSHING ASS'Y(25' PREBLAST ZONEFOR FUTURECONNECTIONS ASREQUIRED PER FWINSPECTOR)12"x8" CROSS,2-12" G.V.,2-8" G.V.30' - 8" STUB W/FLUSHING ASS'Y(25' PREBLAST ZONE FOR FUTURECONNECTIONS AS REQUIRED PER FWINSPECTOR)SAN LAT(TYP)12" DIP WATERLINE "B"12" DIP WATERLINE "B"12" DIP WATERLINE "B"8" DIP WATERLINE "C"8" DIP WATERLINE "D"AIR RELEASEVALVE (TYP)TPTPTPSTORMDRAINAGE ESMT.STORMDRAINAGE ESMT.1" IRRIGATIONMETERFIRE HYD. ASS'Y**WM(TYP)FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.110111125A125124A124123122131130121121AC1012071AA19A20A21A2211+0012+0013+0014+0015+0016+0017+0018+0019+0020+0010+0010+00 45° BEND151 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 & MARTINSBURG, WV1" 30'36UTILITY PLANRev. No.Date0101/19/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1603001530SCALE: 1" 30'MATCH LINE-SHEET 35 MATCH LINE-SHEET 38**CENTERLINE OF PROPOSED WATER METER BOXESSHALL BE LOCATED 3' BEYOND THE BACK EDGE OFSIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTYTRAFFIC RATED LID SHALL BE USED. THE EXACTLOCATION OF NEW WATER SERVICES SHALL BECOORDINATED WITH FREDERICK WATER'S INSPECTOR.NOTES:1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FORREFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OFTHESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THESERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITYCOMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TODETERMINE THE BEST COURSE OF ACTION.2.EXISTING SANITARY SEWER INVERT INFORMATION PROVIDED ON SHEET 4.03/29/2024 WWWWWWWWWWWWWWSSSSSSSSSSSSSSSSS S S S SSSSSWWWWWWWWSSSSSSSWWWWWWWWWWWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMARVARVLOT 1026LOT 1027LOT 1028LOT 1029LOT 1030LOT 1031LOT 1032LOT 1033LOT 1034LOT 1035LOT 1036LOT 1037LOT 1038LOT 1039LOT 1040LOT 1041LOT 1042LOT 1043LOT 1044LOT 1045LOT 1046LOT 1047LOT 1048LOT 1049LOT 1050LOT 1051LOT 1052LOT 1053LOT 1054LOT 1055LOT 1056LOT 1057LOT 1058LOT 1059LOT 1060LOT 1066LOT 1067LOT 1068LOT 1069LOT 1070LOT 1071LOT 1072LOT 1073LOT 1074LOT 1075LOT 1076LOT 1077LOT 1078LOT 1079LOT 1080LOT 1081LOT 1082LOT 1083LOT 1084LOT 1085LOT 1086LOT 1087LOT 1088LOT 1089LOT 1090LOT 1091LOT 1092LOT 1093LOT 1094LOT 1095LOT 1096LOT 1097LOT 1098LOT 1099LOT 1100LOT 1101LOT 1102LOT 1103LOT 1104LOT 1105LOT 1106LOT 1107LOT 1108LOT 1109LOT 1110LOT 1111LOT 1112LOT 1113LOT 1114LOT 1115LOT 1116STREET LIGHTSTREETLIGHTSTREET LIGHTSTREETLIGHTSTREET LIGHT11+0012+0013+0014+0015+0014+0015+0016+0017+0010+0011+0012+0013+0010+0011+0010+0011+0012+0013+0014+0015+0016+0017+00WWWWWMWMSIGHT DISTANCE ESM'TWMWMWMWMWMWM8"x8" CROSS,4-8" G.V.1-8" G.V.8"x6" REDUCERASS'YSAN LAT(TYP)**WM(TYP)AIR RELEASEVALVE (TYP)8"x6" REDUCER1-6" G.V., FIRE HYD.ASS'Y W/ BOLLARDSSAN LAT(TYP)**WM(TYP)8"x6" TEE2-6" G.V.FIRE HYD. ASS'YW/ BOLLARDS8"x8" TEE,3-8" G.V.8"x6" TEE,2-6" G.V.FIRE HYD. ASS'YW/ BOLLARDSMAGPIE LANEMAGPIE LANEFIRE HYD.ASS'Y45° BEND,1-8" G.V.,8"x6" REDUCERWEBSTER COURTKEYSTONE LANE8"x6" TEE,2-6" G.V.8"x8" TEE,3-8" G.V.8"x8" TEE,3-8" G.V.WEBSTER COURT200' RSAN LAT(TYP)**WM(TYP)SAN LAT(TYP)**WM(TYP)200 ' R 200 ' R 45° BEND45° BEND,1-8" G.V.8"x8" TEE,2 - 8" G.V.45° BEND, 8"x6"REDUCER, 1-6" G.V.FIRE HYD.ASS'Y200' R 200' R SAN LAT(TYP)**WM(TYP)8" DIP WATERLINE "A"HEIRLOOM WAYVERMILLION LANE8" DIP WATERLINE "F"8" DIP WATERLINE "G"8" DIP WATERLINE "I"8" DIP WATERLINE "H"FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.STORMDRAINAGEESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.8"x6" TEE, 2-6" G.V., FHASS'Y W/ BOLLARDS8"x6" TEE,2-6" G.V.23222020B1720A15A10610520C8889908787A87B84A84B84858686A19125A125126127128129129A21A15A9A10A11A13A25A29A27A30A32A3111+0012+0013+0014+0015+0010+0011+0012+0013+0014+0015+0016+0017+0010+0010+0010+0011+0010+0011+0012+00 13+00 5' CSE5' CSE 5' CSE 5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSEFIRE HYD. ASS'YW/ BOLLARDSFIRE HYD. ASS'YW/ BOLLARDS200' R5' CSE5' CSE5' CSEA1416+0017+0018+0019+00151 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 & MARTINSBURG, WV1" 30'37UTILITY PLANRev. No.Date0101/19/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1**CENTERLINE OF PROPOSED WATER METER BOXESSHALL BE LOCATED 3' BEYOND THE BACK EDGE OFSIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTYTRAFFIC RATED LID SHALL BE USED. THE EXACTLOCATION OF NEW WATER SERVICES SHALL BECOORDINATED WITH FREDERICK WATER'S INSPECTOR.603001530SCALE: 1" 30'MATCH LINE-SHEET 35MATCH LINE-SHEET 38 MATCH LINE-SHEET 38NOTES:1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FORREFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OFTHESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THESERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITYCOMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TODETERMINE THE BEST COURSE OF ACTION.2.EXISTING SANITARY SEWER INVERT INFORMATION PROVIDED ON SHEET 4.03/29/2024 WWWWWWWWWWWWWWSSSSSSSSWWWWWWWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSSSSSSLOT 1057LOT 1058LOT 1059LOT 1060LOT 1061LOT 1062LOT 1063LOT 1064LOT 1065LOT 1108LOT 1109LOT 1110LOT 1111LOT 1112LOT 1113LOT 1114LOT 1115LOT 1116LOT 1117LOT 1118LOT 1119LOT 1120LOT 1121LOT 1122LOT 1123LOT 1124LOT 1125LOT 1126LOT 1127BMP #4STREETLIGHTSTREETLIGHTSTREETLIGHTPROPOSED RETAININGWALL(5.5' MAX HEIGHT)11+0010+0011+0012+0013+0016+0017+0018+0019+0016+0017+0018+0019+00WSECTIO N A A - 1 SECTIO N A A - 2 SECTIO N A A - 1 SECTIO N A A - 2 SECTIO N A A - 1 SECTIO N A A - 2WMWMWMWMWMWMWMWMXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXGRANITE RIDGE DRIVE300' R 12"x8" CROSS,2-12" G.V.,2-8" G.V.30' - 8" STUB W/FLUSHING ASS'Y(25' PREBLAST ZONE FOR FUTURECONNECTIONS AS REQUIRED PER FWINSPECTOR)12" DIP WATERLINE "B"8" DIP WATERLINE "D"TP8"x6" REDUCER1-6" G.V., FIRE HYD.ASS'Y W/ BOLLARDS8"x6" TEE,2-6" G.V.FIRE HYD. ASS'YW/ BOLLARDS8"x8" TEE,3-8" G.V.8"x6" REDUCER1-6" G.V., FIRE HYDASS'YWEBSTER COURT8"x8" TEE,2 - 8" G.V.45° BEND, 8"x6"REDUCER, 1-6" G.V.FIRE HYD.ASS'YSAN LAT(TYP)**WM(TYP)VERMILLION LANELAWFORD WAY8" DIP WATERLINE "I"8" DIP WATERLINE "D"FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.STORMDRAINAGE ESMT.C11125A125124A124126127128128A129129A101100133123122131132130121121A130AC10120A21A22A23A24A26A31205'R16+0017+0018+0019+0020+0016+0017+0018+0019+0011+0010+0011+0012+0013+005' CSE5' CSE5' CSE 5' CSE5' CSE5' CSE5' CSE 40' - 12" STUB W/FLUSHING ASS'Y(DO NOT BLAST NEAR GAS LINE)5' CSE151 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 & MARTINSBURG, WV1" 30'38UTILITY PLANRev. No.Date0101/19/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1 **CENTERLINE OF PROPOSED WATER METER BOXESSHALL BE LOCATED 3' BEYOND THE BACK EDGE OFSIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTYTRAFFIC RATED LID SHALL BE USED. THE EXACTLOCATION OF NEW WATER SERVICES SHALL BECOORDINATED WITH FREDERICK WATER'S INSPECTOR.603001530SCALE: 1" 30'MATCH LINE-SHEET 37 MATCH LINE-SHEET 36NOTES:1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWNHERE FOR REFERENCE PURPOSES IN COORDINATION OFCONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THERESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IFANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITYCOMPANY PLANS, THE ENGINEER MUST BE NOTIFIEDIMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.2.EXISTING SANITARY SEWER INVERT INFORMATION PROVIDEDON SHEET 4.03/29/2024 WMWWWWWWWWSSSWWWSSSSSSSSSSSSSSSS S S S ARVWWWWWWWWWWWWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSWWWWWWWWWWWWWWWWWWWWWSSSSSSWMWMARVLOT 1001LOT 1002LOT 1003LOT 1004LOT 1005LOT 1006LOT 1007LOT 1008LOT 1009LOT 1010LOT 1011LOT 1012LOT 1014LOT 1015LOT1016LOT 1017LOT 1018LOT 1019LOT 1020LOT 1021LOT 1022LOT 1023LOT 1024LOT 1025LOT 1026LOT 1027LOT 1028LOT 1029LOT 1030LOT 1031LOT 1032LOT 1033LOT 1034LOT 1035LOT 1074LOT 1075LOT 1076LOT 1077LOT 1078LOT 1079LOT 1080LOT 1081LOT 1098LOT 1013BMP #2BMP #3-1BMP #3-225' ROADBUFFER25' ROADBUFFER10+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+00PCPCPCPC10+0011+0010+0011+0012+0013+0014+0015+0016+0017+0010+0011+0012+0013+0014+0010+0011+0012+0013+0014+0013+0010+0011+0012+0013+0014+0015+00SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWWMWM4414TC4414TC4440TC4259TC4529TC4554TC4554TC4595TC4588TOP4718TOP4510TOP4416TOP4921TOP4637TC4607TC4450TOP4510OLR4510OLR4665OLR4790OLR4432OLR4405TOP4570OLR4132INV3840INV3840INV4480OLR4563TC4587TC4641476336623461372935833637379638633691374539303799393038984050352736623966405041174020407441844251412841684318472545514450460046154434447245904583445745024357439342304694456547684682481849724905475846934838461947714842472647084775460246964689484047504592486847754819493550024872495250694951523421355735043582360636473714377138073673367338303967403541024060435836623662372937963863393039304050405041174184425143183724389638433341EP3359EP4312EP4358EP4340EP4224INTX4259TC35213492360136613668366939234391424343434457453345404550456535933702378337903750402044763643375238333840385039444018413690373238944660380639684758456646484735480248904972490548384771462247044946486547843627379939004868493550025069457947504817460946324817482346864716489048904734475146184749461845864750494752490548904890482348174817475048254921489047644952514651465079501247 89 48 22 477547634687462044744151EP44314617470246064598471646074510441146174564463945714584461245084682480047324106TOP4106TOP3296TOP4139EP410540213945408338983347TOP3601OLR3263TOP3449475048406.36.77.48.08.66.17.13.9 4.5 5.1 5.7 7.0 7.66.85.85.57.7 7.6 8.1 5.4 3.16.04.07.16.76.87.14.35.46.15.53.64.87.37.05.68.48.36.48.17.37.8SLAB =651.29SLAB =650.62SLAB =649.95SLAB =649.28SLAB =648.31SLAB =648.98SLAB =649.65SLAB =650.32FF=649.88BF=640.68W/OFF=649.14BF=639.94W/OSLAB =649.50SLAB =649.50SLAB =648.83SLAB =648.77SLAB =648.77SLAB =648.10FF=649.70BF=640.50FF=650.60BF=641.40SLAB =648.23SLAB =647.56SLAB =648.35SLAB =649.02FF=649.45BF=640.25FF=648.35BF=639.15FF=648.20BF=639.00W/OFF=648.10BF=638.90W/OFF=648.03BF=638.83W/OFF=647.22BF=638.02W/OFF=646.13BF=636.93W/OSLAB =637.22SLAB =637.89SLAB =638.56SLAB =639.23SLAB =639.90SLAB =639.90SLAB =641.10SLAB =641.10SLAB =641.77SLAB =642.44SLAB =643.11SLAB =643.78SLAB =637.229.5 646 644 640 642 638 640 638640638640642638640640638640642638644646648644640642638646646 646 6486486486 4 6 6446426406426406446446 4 6 6 4 0642 6 3 8 648646648650646648648646 6466466486466446446466 4 8 64 6 6466466386386 4 0 6 3 8 6 3 8638638636 636634636638638639638638640639 639638636634 636638 6 4 0 6 4 2 638640642 644646636638634630628626624622624632630626628626628632630634640638638636 642642642640636638632632630634636634636644642630632634638636638640642644 644644648648646648646646640642638638 6 4 4 6 4 6 640638636 634644646642646 648 642 644 646 648646638636634638636 650646648650648648650648648640648 652 644646648650 6466483205INV4919TOP3750INVX SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEX140EX139EX138EX137246245244C223612241C241A241BC4247WAGTAI L LANEWAGTAIL LANEKEYSTONE LANECASTAWAY PLACEGRANITE RIDGE DRIVEMAGPIE LANECONTRACTOR TORAISE EX. MANHOLE(SEE SHEET 74)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 & MARTINSBURG, WV603001530SCALE: 1 = 30'1 = 30'39GRADING PLANRev. No.Date0101/19/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2.CONTRACTOR SHALL ADJUST EXISTING FREDERICKWATER FACILITIES TO GRADE PER FREDERICKWATER'S INSPECTORS REQUIREMENTSMATCH LINE-SHEET 40MATCH LINE-SHEET 4103/29/2024 WWWWWWWWWWWWWWWWSSSSWWSARVLOT 1025BMP #464+0065+0066+0067+00PCPC10+0010+00 13+0014+0015+0016+0017+0018+0019+00SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWSECTIO N A A - 1 SECTI O N A A - 2 S E C T I O N A A - 1 S E C T I O N A A - 2 SECTION AA-1SECTION AA-24237TC42374265TC4268TC4400TOP10TC 4361TC4329TC4553TC4643TC4450TOP4557OLR4132INV4237TC42374265TC4268TC10TC 4361TC4329TC4553TC4643TC4480OLR4587TC4840492148904764495251465079501247 894822 4411450846824800473248407.0FF=650.60BF=641.40648648648640646648650646648644644646642644646644648646650644 642642644646648644646648650 6446466486306326346366376376376366346326 3 0 6 3 2 6 3 4 6 3 4 6 3 6 6 3 7 6 3 7 6 3 6 6 3 4 6 3 2 63 7 630 632 63 4 63 6 630634636638634632 634 636 638 634 63 2 634 637 636 637 636 630644642640638636634632630 637 637 636642 640638632.4 633.9 629.4 632.4 633.9 6 3 2 . 4 6 3 3 . 9 6 2 9 . 4 633.9632.4SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEX136EX135EX134EX133246245247248249GRANITE RIDGE DRIVEGRANITE RIDGE DRIVE151 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 & MARTINSBURG, WV1 = 30 40GRADING PLANRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1 MATCH LINE-SHEET 39 MATCH LINE-SHEET 42603001530SCALE: 1 = 30 NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).03/29/2024 WWWWWWWWWWWWWWSSSSSSSSSSSSSSSSS S S S SSSSSWWWWWWWWSSSSSSSWWWWWWWWWWWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMARVARVLOT 1026LOT 1027LOT 1028LOT 1029LOT 1030LOT 1031LOT 1032LOT 1033LOT 1034LOT 1035LOT 1036LOT 1037LOT 1038LOT 1039LOT 1040LOT 1041LOT 1042LOT 1043LOT 1044LOT 1045LOT 1046LOT 1047LOT 1048LOT 1049LOT 1050LOT 1051LOT 1052LOT 1053LOT 1054LOT 1055LOT 1056LOT 1057LOT 1058LOT 1059LOT 1060LOT 1066LOT 1067LOT 1068LOT 1069LOT 1070LOT 1071LOT 1072LOT 1073LOT 1074LOT 1075LOT 1076LOT 1077LOT 1078LOT 1079LOT 1080LOT 1081LOT 1082LOT 1083LOT 1084LOT 1085LOT 1086LOT 1087LOT 1088LOT 1089LOT 1090LOT 1091LOT 1092LOT 1093LOT 1094LOT 1095LOT 1096LOT 1097LOT 1098LOT 1099LOT 1100LOT 1101LOT 1102LOT 1103LOT 1104LOT 1105LOT 1106LOT 1107LOT 1108LOT 1109LOT 1110LOT 1111LOT 1112LOT 1113LOT 1114LOT 1115LOT 111611+0012+0013+0014+0015+0014+0015+0016+0017+0010+0011+0012+0013+0010+0011+0010+0011+0012+0013+0014+0015+0016+0017+00WWWWWMWMWMWMWMWMWMWM5511TC4891TC5172TC5598TC5792TC5706TC5391TC4588TOP4718TOP4510TOP4416TOP4921TOP5127TC5245TC4450TOP4510OLR4510OLR4665OLR4790OLR5125OLR5573OLR4432OLR4405TOP5000TOP5513TOP5326TOP5438OLR4950OLR5200OLR4830OLR5131TOP4750TOP4856INV4856INV4132INV5132TOP5480TOP5020INV5511TC5172TC5598TC5792TC5706TC5391TC5127TC5245TC4480OLR469445654768468247844850495148865053498851675102533752725503543855645499561555505623555854485550527854165183534952825110502652154934510650394878481849724905475846934838461947715385548356405709577656565741583659035771588159115983605059985988612661266093602659075925584458265949601659395763574558725802560855665735561355546548684775481949355002487249525069513650405123520354395258538255065573547155595640570756485700577457955875580857445655574156745566547856075365530452165298523151274984515252195045509352865385519453855255531354525519538754655586565355385576572055855635554956355568547954015501530854345146508150465146507949984937501239444018410042014303441745874753481448654873369037323894466038063968475838884050485239904152495440924254505642054367518243754537536245414703549946024764555446534815560546594823544045664648473548024890495748934929513352005267535454685347555054835416534952825215510650394972490548384771462247044946497448864865478449845234530153685476556955184868493550025069513652035439550655735640570757744750481748174823489048904751461847494618458647504947512951255198522253785466555856245629523152985365560756745741580858754905515750665125537054375504556358255653572055865519545253855385528652195152489048904823481748174750482549214890476449525146514650795012543054245337524952935427563556355568550154345507558057085855559457775949586457885620547254285945603359745889581556755487570958365983612660936016593958025613522751375023486347 39 47 89 48 225341 460645985098556355165465533251525022492048184716460745104411461745644584450841TOP475048405287516250 33 49 09 6.04.03.13.03.03.03.03.03.03.03.03.25.6 4.4 6.1 4.8 6.5 6.0 6.5 7.8 5.6 8.0 5.7 8.2 5.9 9.0 7.9 6.97.16.76.87.17.58.08.88.07.76.44.64.74.35.46.15.54.53.78.45.84.83.82.83.48.36.48.17.34.83.82.86.05.04.03.03.73.0 4.7 3.8 3.57.88.19.08.96.06.56.15.65.36.75.94.64.14.02.3SLAB =650.72SLAB =651.39SLAB =652.06SLAB =652.06SLAB =654.94SLAB =655.61SLAB =656.28SLAB =656.95SLAB =656.95SLAB =657.80SLAB =657.13SLAB =656.46SLAB =655.79SLAB =655.12SLAB =654.45SLAB =654.45SLAB =653.46SLAB =652.79SLAB =652.12SLAB =652.91SLAB =653.58SLAB =654.25SLAB =656.67SLAB =657.34SLAB =658.01SLAB =658.68SLAB =659.35SLAB =658.34SLAB =657.67SLAB =657.00SLAB =656.33SLAB =655.66SLAB =654.99SLAB =652.63SLAB =651.96SLAB =651.29SLAB =650.62SLAB =649.95SLAB =649.28SLAB =648.31SLAB =648.98SLAB =649.65SLAB =650.32SLAB =650.99SLAB =651.66SLAB =652.75SLAB =653.42SLAB =654.09SLAB =654.76SLAB =655.43SLAB =656.10FF=658.43BF=649.23W/OFF=658.35BF=649.15W/OFF=657.84BF=648.64W/OFF=657.23BF=648.03W/OFF=655.57BF=646.37W/OFF=653.87BF=644.67W/OFF=652.73BF=643.53W/OFF=651.71BF=642.51W/OFF=650.70BF=641.50W/OFF=649.88BF=640.68W/OFF=649.14BF=639.94W/OSLAB =649.50SLAB =649.50SLAB =648.83SLAB =648.77SLAB =648.77SLAB =648.10FF=649.70BF=640.50BF=641.40SLAB =656.73SLAB =657.95SLAB =658.62SLAB =659.32SLAB =659.99SLAB =660.09SLAB =660.76SLAB =660.86SLAB =661.53SLAB =661.86SLAB =661.86SLAB =661.10SLAB =660.43SLAB =659.63SLAB =658.96SLAB =658.36SLAB =657.69648648646 6466486466446446466 4 8 648648646648646646640642638638 646 648 648646648650652654 6566 5 8 6586566566546 5 2 6 5 0 6 5 0658656654 6 5 2 6 5 0 638636634638636638638640642638638640642642644646642644646648646650648648650652654 654656656658658656654652654656658654656658660660660658656658660660658656656 654656 654652652652654656654 6 5 6 658 6566546 5 2 652650646648650648648650654656656654654 652652650648650 648652654648644640648650652654656652 652654652652 6 5 8 654644646648650 648 650 648 648 650650652654652 652 6526546566466483205INV4845TOP4919TOPX X X X X X X X X X X X X X X X X X XXXXXXXX X XXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXKEYSTONE LANEMAGPIE LANEMAGPIE LANEWEBSTER COURTWEBSTER COURTVERMILLION LANEHEIRLOOM WAY151 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 & MARTINSBURG, WV603001530SCALE: 1 = 30 1 = 30 41GRADING PLANRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1 MATCH LINE-SHEET 39MATCH LINE-SHEET 42 603001530SCALE: 1 = 30 NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).03/29/2024 WWWWWWWWWWWWWWSSSSSSSSWWWWWWWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSSSSSSLOT 1057LOT 1058LOT 1059LOT 1060LOT 1061LOT 1062LOT 1063LOT 1064LOT 1065LOT 1108LOT 1109LOT 1110LOT 1111LOT 1112LOT 1113LOT 1114LOT 1115LOT 1116LOT 1117LOT 1118LOT 1119LOT 1120LOT 1121LOT 1122LOT 1123LOT 1124LOT 1125LOT 1126LOT 1127BMP #4PROPOSED RETAININGWALL(5.5' MAX HEIGHT)11+0010+0011+0012+0013+0016+0017+0018+0019+0016+0017+0018+0019+00WSECTIO N A A - 1 SECTIO N A A - 2 SECTIO N A A - 1 SECTIO N A A - 2 SECTIO N A A - 1 SECTI O N A A - 2WMWMWMWMWMWMWMWM5391TC5273TC5096TOP4237TC4237TC4265TC4268TC4685TC4400TOP4510TC4361TC4329TC4553TC4643TC4450TOP5350OLR5200OLR4830OLR4557OLR5131TOP4750TOP4856INV4856INV4132INV5132TOP4620INV5391TC5273TC4237TC4237TC4265TC4268TC4685TC4510TC4361TC4329TC4553TC4643TC4480OLR58025608556657355613554654445465536853475454552152715251540453375635563555685501543451465081504651465079499849375012534151585287509451624974503349094758486150935200513350514900507748485010460648214754456449214890476449525146507950125430542453375249529354275635563555685501543456205472542853475209509856755487537952375802561355215404492749714903469346454915467751335010475452275137502348634739478948224822488950035142525753415126500748944791468644114508 48405287516250 33 49 099.07.96.93.04.73.83.54.64.14.02.38.59.08.88.07.04.83.67.76.54.04.0SLAB =648.14SLAB =648.81SLAB =650.70SLAB =651.37SLAB =651.93SLAB =652.60FF=655.61BF=646.41FF=655.07BF=645.87FF=653.82BF=644.62FF=652.53BF=643.33FF=651.29BF=642.09SLAB =650.72SLAB =651.39SLAB =652.06SLAB =652.06SLAB =654.94SLAB =655.61SLAB =656.28SLAB =656.95SLAB =656.95BF=641.404.87.15.06.24.0SLAB =653.97SLAB =654.64SLAB =655.14SLAB =655.81SLAB =656.73SLAB =657.95SLAB =658.62SLAB =659.32SLAB =656.06646648644644646644648646656650654652654656658654656658658656 6506526546546 5 0 652 650648652654 650648646644642642644646648644646648650648650648648650650652654652652652654656652650650648648650 652650646648650644 646 648 642 640644646646648650 644646648644642640638636634632630637 637 636642 640638629.4 632.4 633.9642XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXGRANITE RIDGE DRIVEWEBSTER COURTVERMILLION LANELAWFORD WAY 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 & MARTINSBURG, WV603001530SCALE: 1 = 30'1 = 30'42GRADING PLANRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1 MATCH LINE-SHEET 41 MATCH LINE-SHEET 40MATCH LINE-SHEET 41 603001530SCALE: 1 = 30'NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).03/29/2024 X SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS111233333GRASS 1110333333333333322222222222224444444444488888871111111111111111101011101010101010111010111011111111111111104331GRASS GRASS GRASS GRASS646 644 640 642 638 640 638640638640642638640640638640642638644646648644640642638646646 646 6486486486 4 6 6446426406426406446446 4 6 6 4 0642 6 3 8 648646648650646648648646 6466466486466446446466 4 8 64 6 6466466386386 4 0 6 3 8 6 3 8638638636 636634636638638639638638640639 639638636634 636638 6 4 0 6 4 2 638640642 644646636638634630628626624622624632630626628626628632630634640638638636 642642642640636638632632630634636634636644642630632634638636638640642644 644644648648646648646646640642638638 6 4 4 6 4 6 640638636 634644646642646 648 642 644 646 648646638636634638636 650646648650648648650648648640648 652 644646648650 646648WMWWWWWWWWSSSWWWSSSSSSSSSSSSSSSS S S S ARVWWWWWWWWWWWWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSWWWWWWWWWWWWWWWWWWWWWSSSSSSWMWMARVLOT 1001LOT 1002LOT 1003LOT 1004LOT 1005LOT 1006LOT 1007LOT 1008LOT 1009LOT 1010LOT 1011LOT 1012LOT 1014LOT 1015LOT1016LOT 1017LOT 1018LOT 1019LOT 1020LOT 1021LOT 1022LOT 1023LOT 1024LOT 1025LOT 1026LOT 1027LOT 1028LOT 1029LOT 1030LOT 1031LOT 1032LOT 1033LOT 1034LOT 1035LOT 1074LOT 1075LOT 1076LOT 1077LOT 1078LOT 1079LOT 1080LOT 1081LOT 1098WAGTAI L LANE44' ROWWAGTAIL LANE52' ROWKEYSTONE LANE52' ROWCASTAWAY PLACE40' ROWGRANITE RIDGE DRIVE85' ROWLOT 1013BMP #2BMP #3-1BMP #3-2280' SDL280' SDR280' SDL280' SDR280' SDR280' SDL134' SDL280' SDL10+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+00PCPCPCPC10+0011+0010+0011+0012+0013+0014+0015+0016+0017+0010+0011+0012+0013+0014+0010+0011+0012+0013+0014+0013+0010+0011+0012+0013+0014+0015+0020' FREDERICKWATER ESMT.SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEW20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.SIGHTDISTANCEESM'T280' SDR280' SDR280' SDL SIGHT DISTANCE ESM'TWMWM151 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 & MARTINSBURG, WV603001530SCALE: 1" 30'1" 30'43LANDSCAPE PLANRev. No.Date0101/19/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ792760BSTEPHENSON VILLAGE II SECTION AA-1 NOTES:1.TREE SIZE SHOWN ON PLAN ARE APPROXIMATE. ACTUAL SIZES ARE AS SHOWN ON PLANT SCHEDULE2.ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER PENNINGTON SEED COMPANY.3.NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.4.BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALL COMPACTED AREAS AT LEAST 6" IN DEPTH TO LOOSENTHE COMPACTED SOILS AND ADD AMENDMENTS5.TOWNHOUSE SHRUB PLANTINGS ARE ILLUSTRATIVE - LOCATION OF ENTRY WALKS/ STEPS, ETC. ARE NOT DETERMINED AT THIS TIME SHRUBLOCATION TO BE DETERMINED AT TIME OF CONSTRUCTION. FOR SHRUB SPECIES INFORMATION SEE DETAIL & PLANT LISTMATCH LINE-SHEET 45MATCH LINE-SHEET 44 03/29/2024 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS4444445GRASS648648648640646648650646648644644646642644646644648646650644 642642644646648644646648650 6446466486306326346366376376376366346326 3 0 6 3 2 6 3 4 6 3 4 6 3 6 6 3 7 6 3 7 6 3 6 6 3 4 6 3 2 63 7 630 632 63 4 63 6 630634636638634632 634 636 638 634 63 2 634 637 636 637 636 630644642640638636634632630 637 637 636642 640638632.4 633.9 629.4 632.4 633.9 6 3 2 . 4 6 3 3 . 9 6 2 9 . 4 633.9632.4WWWWWWWWWWWWWWWWSSSSWWSARVLOT 1025GRANITE RIDGE DRIVE85' ROWGRANITE RIDGE DRIVE54' ROW5' SIDEWALK 5' SIDEWALKBMP #4280' SDR280' SDL280' SDR64+0065+0066+0067+00PCPC10+0010+00 13+0014+0015+0016+0017+0018+0019+00334334532532693SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEW20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.SECTIO N A A - 1 SECTI O N A A - 2 S E C T I O N A A - 1 S E C T I O N A A - 2 SECTION AA-1SECTION AA-2151 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 & MARTINSBURG, WV603001530SCALE: 1" 30'1" 30'44LANDSCAPE PLANRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ792760BSTEPHENSON VILLAGE II SECTION AA-1 MATCH LINE-SHEET 43 MATCH LINE-SHEET 46NOTES:1.TREE SIZE SHOWN ON PLAN ARE APPROXIMATE. ACTUAL SIZES ARE AS SHOWN ON PLANTSCHEDULE2. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PERPENNINGTON SEED COMPANY.3. NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.4. BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALLCOMPACTED AREAS AT LEAST 6" IN DEPTH TO LOOSEN THE COMPACTED SOILS AND ADDAMENDMENTS5.TOWNHOUSE SHRUB PLANTINGS ARE ILLUSTRATIVE - LOCATION OF ENTRY WALKS/ STEPS,ETC. ARE NOT DETERMINED AT THIS TIME SHRUB LOCATION TO BE DETERMINED AT TIME OFCONSTRUCTION. FOR SHRUB SPECIES INFORMATION SEE DETAIL & PLANT LIST03/29/2024 X X X X X X X X X X X X X X X X X X XXXXXXXX X XXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX33222222222222244488888888888888888888777777776666666666666666666661011111010101010101010101010101010101010101010101010101010111011101111111111101011111110111010101111111111111111111111101011111111111111111010336666648648646 6466486466446446466 4 8 648648646648646646640642638638 646 648 648646648650652654 6566 5 8 6586566566546 5 2 6 5 0 6 5 0658656654 6 5 2 6 5 0 638636634638636638638640642638638640642642644646642644646648646650648648650652654 654656656658658656654652654656658654656658660660660658656658660660658656656 654656 654652652652654656654 6 5 6 658 6566546 5 2 652650646648650648648650654656656654654 652652650648650 648652654648644640648650652654656652 652654652652 6 5 8 654644646648650 648 650 648 648 650650652654652 652 652654656646648WWWWWWWWWWWWWWSSSSSSSSSSSSSSSSS S S S SSSSSWWWWWWWWSSSSSSSWWWWWWWWWWWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMARVARVLOT 1026LOT 1027LOT 1028LOT 1029LOT 1030LOT 1031LOT 1032LOT 1033LOT 1034LOT 1035LOT 1036LOT 1037LOT 1038LOT 1039LOT 1040LOT 1041LOT 1042LOT 1043LOT 1044LOT 1045LOT 1046LOT 1047LOT 1048LOT 1049LOT 1050LOT 1051LOT 1052LOT 1053LOT 1054LOT 1055LOT 1056LOT 1057LOT 1058LOT 1059LOT 1060LOT 1066LOT 1067LOT 1068LOT 1069LOT 1070LOT 1071LOT 1072LOT 1073LOT 1074LOT 1075LOT 1076LOT 1077LOT 1078LOT 1079LOT 1080LOT 1081LOT 1082LOT 1083LOT 1084LOT 1085LOT 1086LOT 1087LOT 1088LOT 1089LOT 1090LOT 1091LOT 1092LOT 1093LOT 1094LOT 1095LOT 1096LOT 1097LOT 1098LOT 1099LOT 1100LOT 1101LOT 1102LOT 1103LOT 1104LOT 1105LOT 1106LOT 1107LOT 1108LOT 1109LOT 1110LOT 1111LOT 1112LOT 1113LOT 1114LOT 1115LOT 1116KEYSTONE LANE44' ROWMAGPIE LANE47' ROWHEIRLOOM WAY44' ROWWEBSTER COURT52' ROWWEBSTER COURT52' ROWMAGPIE LANE47' ROWVERMILLION LANE36' ROW280' SDR280' SDL280' SDR136' SDL 110' SDR227' SDL 280' SDR280' SDR11+0012+0013+0014+0015+0014+0015+0016+0017+0010+0011+0012+0013+0010+0011+0010+0011+0012+0013+0014+0015+0016+0017+00WWWWWMWM20' FREDERICKWATER ESMT.30' FREDERICKWATER ESMT.280' SDR280' SDL SIGHT DISTANCE ESM'TWMWMWMWMWMWM151 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 & MARTINSBURG, WV603001530SCALE: 1" 30'1" 30'45LANDSCAPE PLANRev. No.Date0101/19/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ792760BSTEPHENSON VILLAGE II SECTION AA-1 MATCH LINE-SHEET 43MATCH LINE-SHEET 46NOTES:1.TREE SIZE SHOWN ON PLAN ARE APPROXIMATE. ACTUAL SIZES ARE AS SHOWN ON PLANTSCHEDULE2. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PERPENNINGTON SEED COMPANY.3. NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.4. BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALLCOMPACTED AREAS AT LEAST 6" IN DEPTH TO LOOSEN THE COMPACTED SOILS AND ADDAMENDMENTS5.TOWNHOUSE SHRUB PLANTINGS ARE ILLUSTRATIVE - LOCATION OF ENTRY WALKS/ STEPS,ETC. ARE NOT DETERMINED AT THIS TIME SHRUB LOCATION TO BE DETERMINED AT TIME OFCONSTRUCTION. FOR SHRUB SPECIES INFORMATION SEE DETAIL & PLANT LIST03/29/2024 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX444477766666666666555555555555551010101010101010101010101010101110GRASSAA1-6 646648644644646644648646656650654652654656658654656658658656 6506526546546 5 0 652 650648652654 650648646644642642644646648644646648650648650648648650650652654652652652654656652650650648648650 652650646648650644 646 648 642 640644646646648650 644646648644642640638636634632630637 637 636642 640638629.4 632.4 633.9642WWWWWW WWWWWWWWSSSSSSSSWWWWWWWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSSSSSSLOT 1057LOT 1058LOT 1059LOT 1060LOT 1061LOT 1062LOT 1063LOT 1064LOT 1065LOT 1108LOT 1109LOT 1110LOT 1111LOT 1112LOT 1113LOT 1114LOT 1115LOT 1116LOT 1117LOT 1118LOT 1119LOT 1120LOT 1121LOT 1122LOT 1123LOT 1124LOT 1125LOT 1126LOT 1127LAWFORD WAY52' ROWWEBSTER COURT52' ROWGRANITE RIDGE DRIVE54' ROWBMP #4VERMILLION LANE36' ROW280' SDL280' SDR83' SDL280' SDR280' SDL280' SDRPROPOSED RETAININGWALL(5.5' MAX HEIGHT)11+0010+0011+0012+0013+0016+0017+0018+0019+0016+0017+0018+0019+00W20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.SECTIO N A A - 1 SECTIO N A A - 2 SECTIO N A A - 1 SECTIO N A A - 2 SECTIO N A A - 1 SECTI O N A A - 2WMWMWMWMWMWMWMWM 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 & MARTINSBURG, WV603001530SCALE: 1" 30'1" 30'46LANDSCAPE PLANRev. No.Date0101/19/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ792760BSTEPHENSON VILLAGE II SECTION AA-1 MATCH LINE-SHEET 43 MATCH LINE-SHEET 44MATCH LINE-SHEET 45 NOTES:1.TREE SIZE SHOWN ON PLAN ARE APPROXIMATE. ACTUAL SIZES ARE AS SHOWN ON PLANTSCHEDULE2. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PERPENNINGTON SEED COMPANY.3. NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.4. BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALLCOMPACTED AREAS AT LEAST 6" IN DEPTH TO LOOSEN THE COMPACTED SOILS AND ADDAMENDMENTS5.TOWNHOUSE SHRUB PLANTINGS ARE ILLUSTRATIVE - LOCATION OF ENTRY WALKS/ STEPS,ETC. ARE NOT DETERMINED AT THIS TIME SHRUB LOCATION TO BE DETERMINED AT TIME OFCONSTRUCTION. FOR SHRUB SPECIES INFORMATION SEE DETAIL & PLANT LIST03/29/2024 TOWNHOUSE/MULTIPLEX SHRUB PLANTING DETAIL, TYP.END UNITS - TWO (2) KALMIA LATIFOLIA 'MINUET' (MINUET MOUNTAINLAUREL) EACH.CENTRAL UNITS - ONE (1) AZALEA X 'ROSEBUD' (ROSEBUD AZALEA) EACH*NOTE: SOME TOWNHOUSE /TOWNHOUSE STICK SHRUB PLACEMENTMAYDIFFER FROM DETAIL DUE TO INDIVIDUAL TOWNHOUSE FOOTPRINTORIENTATION, SEE LANDSCAPE PLANS TO VERIFY PLACEMENT.STREETSTREETTREE (TYP.)STREETTREE (TYP.)SHRUBKALMIA LATIFOLIA(KEY #10)AZALEA X'ROSEBUD'(KEY #11)SHRUBKALMIA LATIFOLIA(KEY #10)STREETXSTREETTREE (TYP.)PROFFERED UNIT TYPE 5 (MODIFIED SINGLE FAMILY SMALL LOT) PLANTING DETAIL1 STREET TREE FOR EVERY 40' OF FRONTAGE TYPICALXSTREETTREE (TYP.)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 & MARTINSBURG, WVN/A47Rev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ792760BSTEPHENSON VILLAGE II SECTION AA-1SHRUBS AND TREES 18224Golden rain treeKoelreXteria panicXlata2.5" cal B&BPROPOSED TREE PLANTINGSPROPOSED SHRUB PLANTINGS14London plane treePlatanXs aceriIoliaKEY BOTANIC NAME COMMON NAME QUANTITY SIZEGENERAL CONDITIONSSCOPE OF WORKTHE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TOCOMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS.NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLYCHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN TO ENSURETHERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING ANDTHE PLANT LIST, THE DRAWING TAKES PRECEDENCE.STANDARDSALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARDFOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION(ANLA).PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTEDAND CERTIFIED BY STATE PLANT INSPECTORS. COLLECTED MATERIAL MAY BE USED ONLYWHEN APPROVED BY OWNER'S REPRESENTATIVE. NOMENCLATURE WILL BE IN ACCORDANCEWITH HORTUS III BY L.H. BAILEY.ALL PLANTING SHALL CONFORM WITH 165-203.01 - B OF THE FREDERICK COUNTY ZONINGORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE.ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTYPLANNING DEPARTMENT.SUBSTITUTIONS: PRE-BIDIT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORTTO FIND THE PLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPECONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HERCONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IFTHERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTEDFOR A SELECTED PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUSPRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.SUBSTITUTIONS: POST-BIDIT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THECONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BEAPPROVED BY THE OWNER'S REPRESENTATIVE.UTILITIES AND UNDERGROUND FEATURESTHE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERALCONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES.IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECTSHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANYCOST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. IF PLANTS ARETO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS AREINAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THELANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BERELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION ATA NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TOACCOMMODATE THE POOR DRAINAGE.TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FREDERICK WATER EASEMENTSWARRANTYTHE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD ANDANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVEAND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIALTHAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NOCHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK, OR25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTINGPERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINALSPECIES UNLESS OTHERWISE NEGOTIATED.STANDARDSA. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM INGENERAL TO REPRESENTATIVE SPECIES.B. BALLED AND BURLAPPED (B&B)1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6"ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUNDLEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNK TREES, HEIGHT MEASUREMENT SHALL TAKEPRECEDENCE OVER CALIPER.C. CONTAINER - GROWN STOCK1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT.CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE. THEROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL DEVELOPED AND WELLDISTRIBUTED THROUGH OUT THE CONTAINER.2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTEDROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THEROOTS BY HAND, UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT.SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION.3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE-INCH OF RAINFALL PER WEEK.D. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THIS SECTION.E. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT.THE COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THETRANSPORT OF MATERIALS.F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCHAND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORETHAN 24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL.INSPECTIONA. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'SREPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TOSPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY.B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OROWNER'S REPRESENTATIVE.C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPEARCHITECT UPON REQUEST.PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBSA. REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER.B. FOR UNTREATED PLASTIC CONTAINER-GROWN PLANTS WITH CIRCLING ROOTS, SEPARATEROOTS BY HAND AND UNTANGLE ROOTS THE LENGTH OF THE ROOTBALL.C. PLANT SHRUB OR TREE A MINIMUM OF 18 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTINGGRADE.D. APPLY A 2 TO 3" THICK LAYER OF APPROVED HARDWOOD MULCH. KEEP MULCH 6" AWAY FROMTHE TRUNK OF ALL TREES AND SHRUBS.E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE BAGS REMOVED DURING THEPLANTING OPERATION. NO ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY.22NOTES:1. ALL PLANTINGS SHALL CONFORM WITH §165-203.01B OF THE FREDERICKCOUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE,AND MAINTENANCE)2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THEFREDERICK COUNTY PLANNING DEPARTMENT.STREET TREES REQUIRED: (SINGLE FAMILY UNITS ONLY)1 STREET TREE FOR EVERY 40' OF FRONTAGE3,764 LF OF FRONTAGE PROPOSED: 3,764 / 40 = 94 STREET TREES REQUIREDORNAMENTAL TREES REQUIRED: (TOWNHOUSE/DUPLEX UNITS ONLY)2 ORNAMENTAL TREES FOR EVERY 5 UNITS (TOWNHOUSE / DUPLEX ONLY)102 TOWNHOUSE UNITS (102 / 5 X 2) = 41 ORNAMENTAL TREES REQUIREDTOTAL TREES REQUIRED: 135TOTAL TREES PROVIDED: 175Pistacia chinensisChinese Pistache1 FagXs sylvatica 'Riversii'Copper EeechGymnocladXs dioicXsKentXcNy coIIeetree2345FagXs sylvaticaEXropean Eeech2.5" cal B&B2.5" cal B&B2.5" cal B&B2.5" cal B&B2.5" cal B&B2.5" cal B&BUlmXs parviIoliaLaceEarN elm88720ORNAMENTAL SHRUBS REQUIRED: (TOWNHOUSE/DUPLEX UNITS ONLY)6 ORNAMENTAL SHRUBS FOR EVERY 5 UNITS (TOWNHOUSE/DUPLEX ONLY)102 TOWNHOUSE UNITS (102 / 5 X 6) = 122 ORNAMENTAL SHRUBS REQUIREDTOTAL ORNAMENTAL SHRUBS REQUIRED: 122TOTAL ORNAMENTAL SHRUBS PROVIDED: 12230CercidiphyllXm MaponicXmKatsXra tree62.5" cal B&BCont or B&BCont or B&BKalmia LatiIolia 'MinXet' MinXet MoXntain LaXrel10A]alea X 'RoseEXd' RoseEXd A]alea (GaEle HyErid)116260LANDSCAPE DETAILS3" EARTHSAUCEREXISTING SUB-BASEBACKFILL WITH SOIL MIX OF 3/4EXISTING SOIL & 1/4 ORGANIC MATTERREMOVE BURLAP FROMTOP 1/2 OF ROOT BALLSET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADEREMOVE PROBLEM, DISEASED ORWEAK BRANCHES ONLY. LEAVEPLANT'S NATURAL FORM INTACTSHRUB PLANTING DETAILNOT TO SCALE3" MULCH6" MIN12"MIN03/29/2024 44455GRASS646646644646648644646648650 648 648 644646648WWWSSSSLOT 1116LOT 1117GRANITE RIDGE DRIVE54' ROW5' C S E BMP #4280' SDR280' SDL16+0017+00SSSSSSSSSSSSSSSSSSSGRASS636 6 3 8 6 4 0 638640642 6446366386 3 4630 636638632 640638636 634642WWWWWSSSSSSSCASTAWAY PLACE40' ROW280' SDL11+0012+0013+00STREETLIGHTSSSSSSSSSSSSSSSSSSEX137GRASS441GRASSGRASSGRASS646644640642638640638640638640642638640640638640642638644646648644644646640642638644646STREET LIGHT10+00151 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 & MARTINSBURG, WV1 20'48Rev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ792760BSTEPHENSON VILLAGE II SECTION AA-1NOTES:1. ALL PLANTINGS SHALL CONFORM WITH §165-203.01B OF THE FREDERICK COUNTY ZONINGORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE)2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTYPLANNING DEPARTMENT.3. DISTURBED AREAS OF WET POND NOT IDENTIFIED AS BEING PLANTED SHALL BE SEEDED.ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PERPENNINGTON SEED COMPANY NO SLOPE IN EXCESS OF 25% WILL BE SEEDED.4. *GRASSES SHOWN ABOVE MAY BE SEEDED RATHER THAN CONTAINER GROWN, WHEN AVAILABLEcommon eastern nineEarNPhysocarpXs opXliIoliXs#3 cont.PROPOSED TREE PLANTINGS39common EXttonEXshCephalanthXs occidentalisKEY BOTANIC NAME COMMON NAME QUANTITY SIZEItea virginicaVirginia sweetspireViEXrnXm dentatXmsoXthern arrowwood*Typha sp.Cattails#3 cont.#3 cont.#3 cont.*Peltandra virginicaArrow ArXm*ScipXs validXs SoIt Stem BXlrXsh*Lenna sp.DXcNweed135SHRUBS AND TREES 294244135616122inNEerry hollyIlex galaEra3 gal.#1 Gal, 24 O.C.COMMINGLE *SorghastrXm nXtensIndian grass*Schi]achyriXm scorariXmlittle ElXestem*EXpatoriXm IistXlosXm Joe Pye weed*Monarda didymascarlet Eee-Ealm50506060LANDSCAPE DETAILSSQ. SPACING#1 Gal, 24 O.C.COMMINGLE SQ. SPACING#1 Gal, 24 O.C.COMMINGLE SQ. SPACING#1 Gal, 24 O.C.COMMINGLE SQ. SPACING03/29/2024 A19A20A21A2213+89.43 = MH1INV OUT = 630.77INV IN = 630.97 15+06.23 = MH1 INV OUT = 631.56 INV IN = 631.76 16+18.15 = MH1 INV OUT = 632.33 INV IN = 632.53 17+20.20 = MH1 INV OUT = 633.05 INV IN = 633.25 TOP = 648.32 TOP = 648.94 TOP = 646.94 TOP = 644.7510+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+006206256306356406456506556606656704.00%1.00%2.14%PVC STA.12+37.50PVC ELEV.645.11PVI STA.13+00.00PVI ELEV.647.61PVT STA.13+62.50PVT ELEV.648.24VC = 125.00SD = 422'K-Val = 41.7PVC STA.14+37.50 PVC ELEV.648.99 PVI STA.15+00.00 PVI ELEV.649.61 PVT STA.15+62.50 PVT ELEV.648.27VC = 125.00SD = 406'K-Val = 39.8EX.GRADEPROP. GRADEEX.GRADEPROP. GRADEEX.GRADEPROP. GRADE19+85.00SECTION AA-219+85.00SECTION AA-1APPROX. LOC. EX GAS LINECONTRACTOR TO FIELDVERIFY LOCATION AD-UST ASNECESSARY119' - 8" SDR 3526 # 0.50%113' - 8" SDR 3526 # 0.50%103' - 8" SDR 3526 # 0.50%61567513+92.32 = ℄ INTXWAGTAIL LANE 17+28.47 = ℄ INTX LAWFORD WAYGRANITE RIDGE DRIVEVARIABLE ROWDESIGN SPEED 25 MPH9+50615620625630635640645650655660670665675PVC ELEV.641.82PVC STA.11+30.00PVI STA.11+65.00PVI ELEV.642.21PVT STA.12+00.00PVT ELEV.643.61 CREST = 14+77.25ELEV. = 649.194.00%VC = 70.00SD = 1000'K-Val = 44.7WL XING 10+00 = ℄ INTXSNOWDEN BRIDGE BOULEVARD-2.08%2.43%CG-11 246245244TOP = 639.71TOP = 639.91 TOP = 640.15 10+94.00SECTION AA-110+94.00SNOWDENBRIDGE BLVD10+94.00 = BEGIN CONSTRUCTIONSECTION AA-1EX. 18" SANITARY SEWER MAIN XING APPROX. LOC. EX GAS LINECONTRACTOR TO FIELDVERIFY LOCATION AD-UST ASNECESSARYSTM XING STM XING STM XING STM XING WL XING 2.50%PVC STA.17+87.50 PVC ELEV.643.45 PVI STA.19+00.00 PVI ELEV.641.04 PVT STA.20+12.50 PVT ELEV.643.85VC = 225.00SD = 250'K-Val = 48.4SAG = 18+91.39ELEV. = 642.33PVC STA.20+80.00 PVC ELEV.645.54 PVI STA.21+00.00 PVI ELEV.646.04 PVT STA.21+20.00 PVT ELEV.646.22VC = 40.00SD = 435'K-Val = 25.00.90%PAVEMENT DESIGN(AADT: 1,387)BASE:SUBBASE:SURFACE:NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSUNLESS OTHERWISE DIRECTED BY VDOTINSPECTORNOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETION1.5'DESIGN SPEED: 25 MPH3" IM-19.110" 21B2" SM-12.5A3.5'MIN.PAVEMENT DESIGN(AADT: 1,387)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.110" 21B2" SM-12.5ADESIGN SPEED: 25 MPH1.5'MIN.NOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETION151 WLQG\ HLll LaQH WLQFKHVWHU, VLUJLQLa 22602 THlHSKRQH: (540) 662-4185 Fa[: (540) 722-9528 ZZZ.JUHHQZa\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 MARTINSBURG, WV49GRANITE RIDGE DRIVE PROFILERHY. NR.DaWH STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12112023TTC=- 792760BSTEPHENSON VILLAGE II SECTION AA-1NOTE:1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGNWILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUALFIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BYENGINEER PRIOR TO CONSTRUCTION.SCALE: 1" = 5' 5 2.5 0 5 10 V: 1" = 5'H: 1" = 50'SCALE: 1" = 50'5025050100NOTES:1.ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.2.STORM SEWER AND WATERLINE CROSSINGS SHOWN IN RELATION TO SANITARY SEWER.3.SEE SHEETS 60 TO 64 FOR STORM SEWER PROFILES AND SHEETS 67 TO 69 FOR WATERLINE PROFILES.PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARYSTREET ACCEPTANCE RE4UIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THEVIRGINIA DEPARTMENT OF TRANSPORTATION OR FREDERICK COUNTY. THISROAD IS NOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONGTO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THEPRIVATE STREETS.03/29/2024 A5A6A716+54.86 = MH1 INV OUT = 628.87 INV IN = 629.07 INV IN = 629.07 17+61.57 = MH1 INV OUT = 629.61 TOP = 647.08 TOP = 644.45 TOP = 642.11 A19A17A1610+09.21 = MH1 INV OUT = 630.77 11+66.29 = MH1 INV OUT = 629.78 INV IN = 629.98 TOP = 648.32 TOP = 645.52 TOP = 646.16 WAGTAIL LANEVARIABLE ROWDESIGN SPEED 25 MPH13+87.86 = ℄ INTX .EYSTONE LANE 16+61.86 = ℄ INTX MAGPIE LANE 10+00 = ℄ INTX GRANITE RIDGE DRIVE10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+006156206256306356406456506556606652.002.751.002.500.802.51PVI STA.11+30.00 PVI ELEV.645.17 PVT STA.11+85.00 PVT ELEV.645.72VC = 110.00SD = 203'.-VDO = 29.3SAG = 11+55.67ELEV. = 645.58PVC STA.13+45.00 PVC ELEV.647.32 PVI STA.13+70.00 PVI ELEV.647.57 PVT STA.13+95.00 PVT ELEV.646.95VC = 50.00SD = 333'.-VDO = 14.3CREST = 13+59.29ELEV. = 647.39PVC STA.14+65.00 PVC ELEV.645.20 PVI STA.15+15.00 PVI ELEV.643.95 PVT STA.15+65.00 PVT ELEV.644.35VC = 100.00SD = 235'.-VDO = 30.3SAG = 15+40.76ELEV. = 644.25PVC STA.16+00.00 PVC ELEV.644.63 PVI STA.16+50.00 PVI ELEV.645.03 PVT STA.17+00.00 PVT ELEV.643.77VC = 100.00SD = 376'.-VDO = 30.2CREST = 16+24.15ELEV. = 644.72EX.GRADEEX.GRADE61562062563063564064565065566066518+00PVC STA.15+37.50 PVC ELEV.643.77 PVI STA.15+75.00PVI ELEV.643.16PROP. GRADE610610273' - 8" SDR 35/26 # 0.50107' - 8" SDR 35/26 # 0.50156' - 8" SDR 35/26 # 0.5172' - 8" SDR 35/26 # 0.509+50142' - 8" SDR 35/26 # 1.2012+39.63 = MH1 INV OUT = 629.22 INV IN = 629.42 13+81.87 = MH1 INV OUT = 627.31 INV IN = 627.51 INV IN = 627.51 INV IN = 627.51 WL XING PVC STA.11+75.00 PVT ELEV.646.69 STM XING STM XING STM XING INV IN = 630.97 COMPACT FILL TO 95MAXIMUM DRY DENSITY PERASHTO - T-992+37 - 4" LAT - (22') Lot 1017 - Inv=631.65 1+86 - 4" LAT - (22') Lot 1018 - Inv=631.39 1+35 - 4" LAT - (22') Lot 1019 - Inv=633.33 0+84 - 4" LAT - (22') Lot 1020 - Inv=633.07 0+66 - 4" LAT - (22') Lot 1015 - Inv=632.35 0+15 - 4" LAT - (22') Lot 1016 - Inv=632.09 1+07 - 4" LAT - (24') Lot 1014 - Inv=631.34 0+42 - 4" LAT - (17') Lot 1023 - Inv=639.37 0+92 - 4" LAT - (18') Lot 1024 - Inv=640.20 1+07 - 4" LAT - (29') Lot 1025 - Inv=635.67 0+25 - 4" LAT - (31') Lot 1026 - Inv=634.69 0+58 - 4" LAT - (29') Lot 1027 - Inv=638.59 0+32 - 4" LAT - (31') Lot 1028 - Inv=639.53 0+06 - 4" LAT - (30') Lot 1029 - Inv=639.18 1+02 - 4" LAT - (18') Lot 1022 - Inv=640.21 1+00 - 4" LAT - (30') Lot 1030 - Inv=638.55 0+74 - 4" LAT - (30') Lot 1031 - Inv=639.56DESIGN SPEED: 25 MPHPAVEMENT DESIGN(AADT:323)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5ANOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETIONDESIGN SPEED: 25 MPHPAVEMENT DESIGN(AADT:129)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5A1.5'MIN.NOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETION151 WLnG\ HLOO LDnH WLnFKHVtHU VLUJLnLD 22602 THOHSKonH: (540) 662-4185 FD[: (540) 722-9528 ZZZ.JUHHnZD\HnJ.FoP 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 MARTINSBURG WV50WAGTAIL LANE PROFILERHv. No.DDtH0201/29/2024STONEWALL MAGISTERIAL DISTRICT FREDERIC. COUNTY VIRGINIA12/11/2023TTC/=- 792760BSTEPHENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARYSTREET ACCEPTANCE RE4UIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THEVIRGINIA DEPARTMENT OF TRANSPORTATION OR FREDERIC. COUNTY. THISROAD IS NOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONGTO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THEPRIVATE STREETS.NOTE:1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGNWILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUALFIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BYENGINEER PRIOR TO CONSTRUCTION.NOTES:1.ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.2.STORM SEWER AND WATERLINE CROSSINGS SHOWN IN RELATION TO SANITARY SEWER.3.SEE SHEETS 60 TO 64 FOR STORM SEWER PROFILES AND SHEETS 67 TO 69 FOR WATERLINE PROFILES.03/29/2024 6206256306356406456506556606656702.00%0.90%2.07%2.10%2.00%1.54%2.95%2.05%PVI STA.10+09.00 PVI ELEV.642.42 PVC STA.11+20.00 PVC ELEV.643.42 PVI STA.11+40.00 PVI ELEV.643.60 PVT STA.11+60.00 PVT ELEV.644.01VC = 40.00SD = 1000'K-Val = 34.1PVI STA.12+97.05 PVI ELEV.646.85 PVI STA.13+09.21 PVI ELEV.647.11 PVI STA.13+21.36 PVI ELEV.646.87 PVC STA.14+10.00 PVC ELEV.648.23 PVI STA.14+30.00 PVI ELEV.648.54 PVT STA.14+50.00 PVT ELEV.649.13VC = 40.00SD = 1000'K-Val = 28.4PVI STA.17+62.62 PVI ELEV.658.35A3A4A5A15TOP = 642.25 TOP = 646.21 TOP = 647.08 TOP = 657.029+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+50610615675635640645650655660665670630625620KEYSTONE LANEVARIABLE ROWDESIGN SPEED 25 MPH67561561010+00 = ℄ INTX CASTAWAY PLACE 13+09.21 = ℄ INTX WAGTAIL LANEEX.GRADEPROP. GRADEEX.GRADEPROP. GRADE17+76.33 = ℄ INTX WEBSTER COURT WL XING WL XING STM XING A14A15TOP = 649.52 TOP = 657.02279' - 8" SDR 35/26 # 0.50%30' - 8"SDR 35/26 # 0.50%1 5 5 ' - 8 " SDR 3 5 / 2 6 # 8 . 1 5%254' - 8" SDR 35/26 # 3.00% 9+94.00 = Base INV OUT = 625.37 INV IN = 625.57 12+72.99 = Base INV OUT = 626.96 INV IN = 627.16 13+03.42 = Base INV OUT = 627.31 INV IN = 627.51 INV IN = 627.51 INV IN = 627.51 14+57.88 = Base INV OUT = 640.11 INV IN = 640.31 17+12.27 = Base INV OUT = 647.94 0+67 - 4" LAT - (34') Lot 1001 - Inv=633.50 2+62 - 4" LAT - (21') Lot 1021 - Inv=638.06 1+55 - 4" LAT - (32') Lot 1081 - Inv=643.84 1+23 - 4" LAT - (32') Lot 1080 - Inv=642.11 0+94 - 4" LAT - (31') Lot 1079 - Inv=642.21 0+64 - 4" LAT - (31') Lot 1078 - Inv=641.24 0+67 - 4" LAT - (17') Lot 1032 - Inv=642.98 2+54 - 4" LAT - (32') Lot 1089 - Inv=649.11 0+30 - 4" LAT - (32') Lot 1082 - Inv=644.96 0+58 - 4" LAT - (32') Lot 1083 - Inv=645.63 1+13 - 4" LAT - (32') Lot 1084 - Inv=646.03 1+39 - 4" LAT - (32') Lot 1085 - Inv=647.46 1+71 - 4" LAT - (32') Lot 1086 - Inv=648.21 2+06 - 4" LAT - (32') Lot 1087 - Inv=649.27 2+36 - 4" LAT - (32') Lot 1088 - Inv=648.832+44 - 4" LAT - (16') Lot 1091 - Inv=651.68 2+14 - 4" LAT - (16') Lot 1092 - Inv=651.01 1+77 - 4" LAT - (16') Lot 1093 - Inv=650.34 1+50 - 4" LAT - (16') Lot 1094 - Inv=649.67 0+94 - 4" LAT - (16') Lot 1095 - Inv=647.24 0+60 - 4" LAT - (16') Lot 1096 - Inv=646.58 0+23 - 4" LAT - (16') Lot 1097 - Inv=645.91 2+54 - 4" LAT - (18') Lot 1090 - Inv=652.70PAVEMENT DESIGN(AADT: 56)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5ADESIGN SPEED: 25 MPH1.5'MIN.NOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETIONPAVEMENT DESIGN(AADT: 86)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5ADESIGN SPEED: 25 MPH1.5'MIN.NOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETION151 WLnG\ HLll Lane WLnFKesteU VLUJLnLa 22602 TeleSKone: (540) 662-4185 Fa[: (540) 722-9528 ZZZ.JUeenZa\enJ.FoP 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 MARTINSBURG WV51KEYSTONE LANE PROFILERev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIA12/11/2023TTC/=- 792760BSTEPHENSON VILLAGE II SECTION AA-1 SCALE: 1" = 5' 5 2.5 0 5 10 V: 1" = 5'H: 1" = 50'SCALE: 1" = 50'5025050100PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARYSTREET ACCEPTANCE RE4UIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THEVIRGINIA DEPARTMENT OF TRANSPORTATION OR FREDERICK COUNTY. THISROAD IS NOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONGTO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THEPRIVATE STREETS.NOTE:1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGNWILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUALFIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BYENGINEER PRIOR TO CONSTRUCTION.NOTES:1.ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.2.STORM SEWER AND WATERLINE CROSSINGS SHOWN IN RELATION TO SANITARY SEWER.3.SEE SHEETS 60 TO 64 FOR STORM SEWER PROFILES AND SHEETS 67 TO 69 FOR WATERLINE PROFILES.03/29/2024 A6A9A10A1114+67.61 = MH1 INV OUT = 641.69 INV IN = 641.89 INV IN = 641.89 15+81.79 = MH1 INV OUT = 642.47 TOP = 644.45 TOP = 650.58 TOP = 654.96 TOP = 655.46 PVC STA.10+95.00 PVC ELEV.646.21 PVI STA.11+00.00 PVI ELEV.646.33 PVT STA.11+05.00 PVT ELEV.646.43VC = 10.00SD = 1433'K-Val = 21.5PVI STA.10+14.00 PVI ELEV.644.21 MAGPIE LANE47' ROWDESIGN SPEED 25 MPH10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+006206256306356406456506556606656702.002.472.003.561.001.00PVC STA.12+95.00 PVC ELEV.650.23 PVI STA.13+25.00 PVI ELEV.650.83 PVT STA.13+55.00 PVT ELEV.651.90VC = 60.00SD = 1000'K-Val = 38.4PVC STA.14+05.00 PVC ELEV.653.68 PVI STA.14+25.00 PVI ELEV.654.39 PVT STA.14+45.00 PVT ELEV.654.59VC = 40.00SD = 441'K-Val = 15.6PVC STA.15+35.00 PVC ELEV.655.49 PVI STA.15+50.00 PVI ELEV.655.64 PVT STA.15+65.00 PVT ELEV.655.49VC = 30.00SD = 555'K-Val = 15.0CREST = 15+50.00ELEV. = 655.57PROP. GRADEEX.GRADE620625630635640645650655660665670EX.GRADE163' - 8" SDR 35/26 # 2.00114' - 8" SDR 35/26 # 0.519+5061561516+5067567510+00 = ℄ INTX WAGTAIL LANE 14+59.92 = ℄ INTX WEBSTER COURT311' - 8" SDR 35/26 # 2.95 9+94.00 = MH1 INV OUT = 628.87 INV IN = 629.07 INV IN = 629.07 13+04.67 = MH1 INV OUT = 638.23 INV IN = 638.43 WL XING WL XING COMPACT FILL TO 95MAXIMUM DRY DENSITY PERASHTO - T-99STM XING 0+63 - 4" LAT - (34') Lot 1033 - Inv=632.31 1+06 - 4" LAT - (34') Lot 1034 - Inv=633.61 1+57 - 4" LAT - (34') Lot 1035 - Inv=635.14 2+18 - 4" LAT - (34') Lot 1036 - Inv=636.96 2+59 - 4" LAT - (34') Lot 1037 - Inv=638.14 3+06 - 4" LAT - (34') Lot 1038 - Inv=639.59 2+94 - 4" LAT - (17') Lot 1070 - Inv=645.25 2+68 - 4" LAT - (17') Lot 1071 - Inv=645.36 2+15 - 4" LAT - (17') Lot 1072 - Inv=641.27 1+85 - 4" LAT - (17') Lot 1073 - Inv=640.38 1+55 - 4" LAT - (17') Lot 1074 - Inv=637.69 1+24 - 4" LAT - (17') Lot 1075 - Inv=638.57 0+95 - 4" LAT - (17') Lot 1076 - Inv=639.39 0+65 - 4" LAT - (17') Lot 1077 - Inv=638.49 0+98 - 4" LAT - (34') Lot 1040 - Inv=641.82 0+51 - 4" LAT - (34') Lot 1039 - Inv=641.00 1+00 - 4" LAT - (17') Lot 1066 - Inv=649.69 0+80 - 4" LAT - (17') Lot 1067 - Inv=647.58 0+48 - 4" LAT - (17') Lot 1068 - Inv=647.82 0+20 - 4" LAT - (17') Lot 1069 - Inv=647.20 0+22 - 4" LAT - (34') Lot 1041 - Inv=643.42 0+41 - 4" LAT - (34') Lot 1042 - Inv=643.52 0+63 - 4" LAT - (17') Lot 1044 - Inv=650.52 1+05 - 4" LAT - (34') Lot 1043 - Inv=644.17 RESTRAINED-OINTS (TYP)PAVEMENT DESIGN(AADT: 99)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5ADESIGN SPEED: 25 MPH1.5'MIN.NOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETION151 WLnG\ HLll LanH WLnFKHVtHU VLUJLnLa 22602 THlHSKonH: (540) 662-4185 Fa[: (540) 722-9528 ZZZ.JUHHnZa\HnJ.FoP 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 MARTINSBURG WV52MAGPIE LANE PROFILERHv. No.DatH0101/19/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIA12/11/2023TTC/=- 792760BSTEPHENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARYSTREET ACCEPTANCE RE4UIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THEVIRGINIA DEPARTMENT OF TRANSPORTATION OR FREDERICK COUNTY. THISROAD IS NOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONGTO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THEPRIVATE STREETS.NOTE:1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGNWILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUALFIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BYENGINEER PRIOR TO CONSTRUCTION.NOTES:1.ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.2.STORM SEWER AND WATERLINE CROSSINGS SHOWN IN RELATION TO SANITARY SEWER.3.SEE SHEETS 60 TO 64 FOR STORM SEWER PROFILES AND SHEETS 67 TO 69 FOR WATERLINE PROFILES.03/29/2024 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+00605610615620625630635640645650655660CASTAWAY PLACE40' ROWDESIGN SPEED 25 MPHEX.GRADE2.25254' - 8" SDR 35/26 # 0.81A1A211+66.44 = MH1 INV OUT = 624.57 INV IN = 624.77 INV IN = 624.77 14+20.36 = MH1 INV OUT = 626.82 TOP = 639.53 TOP = 633.82121' - 8" SDR 35/26 # 0.50A310+45.55 = MH1 INV OUT = 625.37 INV IN = 625.57 TOP = 642.25 610615620625630635640645650655605660WL XING 13+51 = ℄ INTX TURNAROUND STM XING 10+51.50 = ℄ INTX .EYSTONE LANE 0+14 - 4" LAT - (29') Lot 1004 - Inv=634.32 0+39 - 4" LAT - (29') Lot 1005 - Inv=633.07 0+65 - 4" LAT - (29') Lot 1006 - Inv=633.30 1+13 - 4" LAT - (29') Lot 1007 - Inv=632.23 1+37 - 4" LAT - (29') Lot 1008 - Inv=632.43 1+61 - 4" LAT - (29') Lot 1009 - Inv=632.05 1+85 - 4" LAT - (29') Lot 1010 - Inv=631.37 2+09 - 4" LAT - (29') Lot 1011 - Inv=630.12 2+33 - 4" LAT - (29') Lot 1012 - Inv=628.00 2+54 - 4" LAT - (30') Lot 1013 - Inv=627.94 0+34 - 4" LAT - (29') Lot 1002 - Inv=635.83 0+10 - 4" LAT - (29') Lot 1003 - Inv=635.71PAVEMENT DESIGN(AADT: 56)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5ADESIGN SPEED: 25 MPHNOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETION151 WLnG\ HLOO LDnH WLnFKHVtHU VLUJLnLD 22602 THOHSKonH: (540) 662-4185 FD[: (540) 722-9528 ZZZ.JUHHnZD\HnJ.FoP 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 MARTINSBURG WV53CASTAWAY PLACE PROFILERHv. No.DDtHSTONEWALL MAGISTERIAL DISTRICT FREDERIC. COUNTY VIRGINIA12/11/2023TTC/=- 792760BSTEPHENSON VILLAGE II SECTION AA-1 SCALE: 1" = 5' 5 2.5 0 5 10 V: 1" = 5'H: 1" = 50'SCALE: 1" = 50'5025050100PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARYSTREET ACCEPTANCE RE4UIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THEVIRGINIA DEPARTMENT OF TRANSPORTATION OR FREDERIC. COUNTY. THISROAD IS NOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONGTO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THEPRIVATE STREETS.NOTE:1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGNWILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUALFIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BYENGINEER PRIOR TO CONSTRUCTION.NOTES:1.ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.2.STORM SEWER AND WATERLINE CROSSINGS SHOWN IN RELATION TO SANITARY SEWER.3.SEE SHEETS 60 TO 64 FOR STORM SEWER PROFILES AND SHEETS 67 TO 69 FOR WATERLINE PROFILES.03/29/2024 PVI STA.10+15.00 PVI ELEV.644.42 PVI STA.13+39.76 PVI ELEV.652.00A22A23 A2410+06.94 = MH1 INV OUT = 633.05 INV IN = 633.25 11+32.70 = MH1 INV OUT = 636.75 INV IN = 636.95 13+60.94 = MH1 INV OUT = 638.10 INV IN = 638.30 INV IN = 638.30 TOP = 644.75 TOP = 647.38 TOP = 652.57LAWFORD WAY52' ROWDESIGN SPEED 25 MPH10+0010+5011+0011+5012+0012+5013+0013+50625630635640645650655660665625630635640645650655660665PROP. GRADEEX.GRADE2.002.341.979+5062062014+00127' - 8" SDR 35/26 # 2.75230' - 8" SDR 35/26 # 0.5010+00 = ℄ INTX GRANITE RIDGE DRIVE 67067013+53.77 = ℄ INTX WEBSTER COURT WL XING WL XING 0+85 - 4" LAT - (21') Lot 1117 - Inv=636.76 1+01 - 4" LAT - (36') Lot 1126 - Inv=640.40 0+56 - 4" LAT - (36') Lot 1127 - Inv=640.87 1+27 - 4" LAT - (17') Lot 1118 - Inv=637.63 1+62 - 4" LAT - (18') Lot 1121 - Inv=640.28 1+02 - 4" LAT - (19') Lot 1120 - Inv=638.65 1+31 - 4" LAT - (37') Lot 1123 - Inv=643.29 0+99 - 4" LAT - (37') Lot 1124 - Inv=643.60 0+47 - 4" LAT - (35') Lot 1125 - Inv=643.18 2+30 - 4" LAT - (21') Lot 1063 - Inv=646.88 0+51 - 4" LAT - (21') Lot 1119 - Inv=638.76 1+81 - 4" LAT - (39') Lot 1122 - Inv=640.48DESIGN SPEED: 25 MPHPAVEMENT DESIGN(AADT: 224)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5A1.5'MIN.NOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETION151 WLnG\ HLOO LDnH WLnFKHVtHU VLUJLnLD 22602 THOHSKonH: (540) 662-4185 FD[: (540) 722-9528 ZZZ.JUHHnZD\HnJ.FoP 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 MARTINSBURG WV54LAWFORD WAY PROFILERHv. No.DDtH 0101/19/2024STONEWALL MAGISTERIAL DISTRICT FREDERIC. COUNTY VIRGINIA12/11/2023TTC/=- 792760BSTEPHENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARYSTREET ACCEPTANCE RE4UIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THEVIRGINIA DEPARTMENT OF TRANSPORTATION OR FREDERIC. COUNTY. THISROAD IS NOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONGTO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THEPRIVATE STREETS.NOTE:1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGNWILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUALFIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BYENGINEER PRIOR TO CONSTRUCTION.NOTES:1.ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.2.STORM SEWER AND WATERLINE CROSSINGS SHOWN IN RELATION TO SANITARY SEWER.3.SEE SHEETS 60 TO 64 FOR STORM SEWER PROFILES AND SHEETS 67 TO 69 FOR WATERLINE PROFILES.03/29/2024 A29A27A329+92.71 = MH1 INV OUT = 639.76 INV IN = 639.96 INV IN = 639.96 11+69.07 = MH1 INV OUT = 640.84 INV IN = 641.04 TOP = 656.96 TOP = 652.27 TOP = 651.39 TOP = 649.72 PVI STA.10+14.01 PVI ELEV.656.46 PVC STA.10+65.00 PVC ELEV.655.44 PVI STA.10+75.00 PVI ELEV.655.24 PVT STA.10+85.00 PVT ELEV.654.92VC = 20.00SD = 542'K-Val = 16.0PVC STA.11+30.00 PVC ELEV.653.45 PVI STA.11+50.00 PVI ELEV.652.80 PVT STA.11+70.00 PVT ELEV.652.40VC = 40.00SD = 1000'K-Val = 32.0PVI STA.13+16.50 PVI ELEV.649.47A30HEIRLOOM WAY44' ROWDESIGN SPEED 25 MPHEX.GRADEPROP. GRADE10+0010+5011+0011+5012+0012+5013+006356406456506556606656701.972.003.252.006356406456506556606656709+5063063050' - 8"SDR 35/26 # 0.5013+5062562062562010+00 = ℄ INTX WEBSTER COURT 12+08.27 = ℄ INTX VERMILLION LANE 83' - 8" SDR 35/26 # 1.4712+18.85 = MH1 INV OUT = 641.29 INV IN = 641.49 INV IN = 641.49 13+02.25 = MH1 INV OUT = 642.72 176' - 8" SDR 35/26 # 0.500+00 - 4" LAT - (21') Lot 1056 - Inv=650.54 WL XING STM XING 1+76 - 4" LAT - (17') Lot 1102 - Inv=644.97 1+54 - 4" LAT - (16') Lot 1103 - Inv=645.60 1+31 - 4" LAT - (16') Lot 1104 - Inv=646.78 1+05 - 4" LAT - (16') Lot 1105 - Inv=646.65 0+80 - 4" LAT - (16') Lot 1106 - Inv=649.29 0+62 - 4" LAT - (16') Lot 1107 - Inv=649.18 0+77 - 4" LAT - (32') Lot 1109 - Inv=645.78 1+00 - 4" LAT - (32') Lot 1110 - Inv=645.95 1+26 - 4" LAT - (32') Lot 1111 - Inv=647.53 1+52 - 4" LAT - (32') Lot 1112 - Inv=647.74 0+17 - 4" LAT - (19') Lot 1101 - Inv=645.34 0+56 - 4" LAT - (22') Lot 1099 - Inv=644.18 0+32 - 4" LAT - (22') Lot 1100 - Inv=644.91 0+83 - 4" LAT - (22') Lot 1098 - Inv=644.35 0+30 - 4" LAT - (26') Lot 1113 - Inv=643.98PAVEMENT DESIGN(AADT: 82)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5ADESIGN SPEED: 25 MPH1.5'MIN.NOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETION(AADT: 82)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5ADESIGN SPEED: 25 MPHNOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETIONPAVEMENT DESIGN1.5'MIN.151 WLnG\ HLll LanH WLnFKHVtHU VLUJLnLa 22602 THlHSKonH: (540) 662-4185 Fa[: (540) 722-9528 ZZZ.JUHHnZa\HnJ.FoP 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 MARTINSBURG WV55HEIRLOOM WAY PROFILERHv. No.DatH0101/19/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIA12/11/2023TTC/=- 792760BSTEPHENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARYSTREET ACCEPTANCE RE4UIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THEVIRGINIA DEPARTMENT OF TRANSPORTATION OR FREDERICK COUNTY. THISROAD IS NOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONGTO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THEPRIVATE STREETS.NOTE:1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGNWILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUALFIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BYENGINEER PRIOR TO CONSTRUCTION.NOTES:1.ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.2.STORM SEWER AND WATERLINE CROSSINGS SHOWN IN RELATION TO SANITARY SEWER.3.SEE SHEETS 60 TO 64 FOR STORM SEWER PROFILES AND SHEETS 67 TO 69 FOR WATERLINE PROFILES.03/29/2024 A10A13TOP = 654.96 TOP = 658.77 A25A29A24TOP = 657.97 TOP = 656.96 TOP = 652.57 PVI STA.10+10.00PVI ELEV.654.94 PVC STA.11+05.00 PVC ELEV.655.80 PVI STA.11+15.00 PVI ELEV.655.89 PVT STA.11+25.00 PVT ELEV.656.06VC = 20.00SD = 1000'K-Val = 24.2PVC STA.12+85.00 PVC ELEV.658.82 PVI STA.13+05.00 PVI ELEV.659.17 PVT STA.13+25.00 PVT ELEV.658.97VC = 40.00SD = 264'K-Val = 14.7CREST = 13+10.33ELEV. = 659.04PVC STA.15+72.50 PVC ELEV.656.49 PVI STA.15+85.00 PVI ELEV.656.37 PVT STA.15+97.50 PVT ELEV.656.06VC = 25.00SD = 456'K-Val = 16.7PVC STA.16+42.50 PVC ELEV.654.93 PVI STA.16+60.00 PVI ELEV.654.49 PVT STA.16+77.50 PVT ELEV.654.28VC = 35.00SD = 1000'K-Val = 26.9PVC STA.18+85.00 PVC ELEV.651.79 PVI STA.19+00.00 PVI ELEV.651.61 PVT STA.19+15.00 PVT ELEV.651.46VC = 30.00SD = 1000'K-Val = 150.00+00 - 4" LAT - (21') Lot 1063 - Inv=646.88 0+33 - 4" LAT - (21') Lot 1064 - Inv=645.29 0+68 - 4" LAT - (21') Lot 1065 - Inv=647.40WEBSTER COURT52' ROWDESIGN SPEED 25 MPH10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+50625630635640645650655660665625630635640645650655660665EX.GRADEPROP. GRADEEX.GRADEPROP. GRADE2.030.901.731.002.501.209+5062062020+0010+00 = ℄ INTXMAGPIE LANE 12+74.10 = ℄ INTX KEYSTONE LANE 15+48.21 = ℄ INTX HEIRLOOM WAY 18+44.57 = ℄ INTX LAWFORD WAY 670675670675353' - 8" SDR 35/26 # 2.66 10+07.21 = MH1INV OUT = 641.69INV IN = 641.89 INV IN = 641.89 13+60.08 = MH1 INV OUT = 651.27 101' - 8" SDR 35/26 # 10.9214+39.83 = MH1 INV OUT = 650.97 15+40.66 = MH1 INV OUT = 639.76 INV IN = 639.96 INV IN = 639.96 68' - 8"S D R 3 5 / 2 6 # 9 . 4 6A24A2618+32.62 = MH1 INV OUT = 638.10 INV IN = 638.30 INV IN = 638.30 19+00.89 = MH1 INV OUT = 644.76 TOP = 652.57 TOP = 651.76 WL XING STM XING353' - 8" SDR 35/26 # 2.66 3+31 - 4" LAT - (20') Lot 1051 - Inv=654.84 2+82 - 4" LAT - (20') Lot 1050 - Inv=653.24 2+51 - 4" LAT - (20') Lot 1049 - Inv=652.40 2+01 - 4" LAT - (20') Lot 1048 - Inv=651.06 0+89 - 4" LAT - (20') Lot 1045 - Inv=649.07 1+20 - 4" LAT - (20') Lot 1046 - Inv=651.96 1+70 - 4" LAT - (20') Lot 1047 - Inv=653.30 3+53 - 4" LAT - (23') Lot 1052 - Inv=654.08 292' - 8" SDR 35/26 # 0.500+90 - 4" LAT - (21') Lot 1054 - Inv=651.48 0+40 - 4" LAT - (21') Lot 1055 - Inv=645.94 1+01 - 4" LAT - (23') Lot 1053 - Inv=653.78 0+00 - 4" LAT - (21') Lot 1056 - Inv=650.54 2+51 - 4" LAT - (21') Lot 1057 - Inv=650.56 2+20 - 4" LAT - (21') Lot 1058 - Inv=649.37 1+70 - 4" LAT - (20') Lot 1059 - Inv=649.11 1+29 - 4" LAT - (21') Lot 1060 - Inv=649.94 0+79 - 4" LAT - (21') Lot 1061 - Inv=647.64 0+48 - 4" LAT - (21') Lot 1062 - Inv=648.51 2+29 - 4" LAT - (36') Lot 1108 - Inv=647.33DESIGN SPEED: 25 MPHPAVEMENT DESIGN(AADT:168)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5A1.5'MIN.NOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETION151 WLnG\ HLll LanH WLnFKHVtHU VLUJLnLa 22602 THlHSKonH: (540) 662-4185 Fa[: (540) 722-9528 ZZZ.JUHHnZa\HnJ.FoP 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 MARTINSBURG WV56WEBSTER COURT PROFILERHv. No.DatH0101/19/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIA12/11/2023TTC/=- 792760BSTEPHENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARYSTREET ACCEPTANCE RE4UIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THEVIRGINIA DEPARTMENT OF TRANSPORTATION OR FREDERICK COUNTY. THISROAD IS NOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONGTO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THEPRIVATE STREETS.NOTE:1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGNWILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUALFIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BYENGINEER PRIOR TO CONSTRUCTION.NOTES:1.ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.2.STORM SEWER AND WATERLINE CROSSINGS SHOWN IN RELATION TO SANITARY SEWER.3.SEE SHEETS 60 TO 64 FOR STORM SEWER PROFILES AND SHEETS 67 TO 69 FOR WATERLINE PROFILES.03/29/2024 PVI STA.10+10.00 PVI ELEV.651.44 A30A319+98.04 = MH1 INV OUT = 641.29 INV IN = 641.49 INV IN = 641.49 11+18.85 = MH1 INV OUT = 642.09 TOP = 651.39 TOP = 649.09EX.GRADEPROP. GRADEVERMILLION LANE53' ROWDESIGN SPEED 25 MPH10+5011+006256306356406456506556602.002.0010+009+50121' - 8" SDR 35/26 # 0.5063564064565065566063062511+5066566510+00 = ℄ INTX HEIRLOOM WAY 18" MIN.CLEARWL XING 0+93 - 4" LAT - (15') Lot 1115 - Inv=644.96 0+68 - 4" LAT - (15') Lot 1114 - Inv=645.28 1+21 - 4" LAT - (16') Lot 1116 - Inv=643.40(AADT: 17)BASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5ADESIGN SPEED: 25 MPHNOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSNOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETION151 WLnG\ HLOO LDnH WLnFKHVtHU VLUJLnLD 22602 THOHSKonH: (540) 662-4185 FD[: (540) 722-9528 ZZZ.JUHHnZD\HnJ.FoP 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 MARTINSBURG WV57VERMILLION LANE PROFILERHv. No.DDtH0101/19/2024STONEWALL MAGISTERIAL DISTRICT FREDERIC. COUNTY VIRGINIA12/11/2023TTC/=- 792760BSTEPHENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARYSTREET ACCEPTANCE RE4UIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THEVIRGINIA DEPARTMENT OF TRANSPORTATION OR FREDERIC. COUNTY. THISROAD IS NOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONGTO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THEPRIVATE STREETS.NOTE:1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGNWILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUALFIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BYENGINEER PRIOR TO CONSTRUCTION.NOTES:1.ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.2.STORM SEWER AND WATERLINE CROSSINGS SHOWN IN RELATION TO SANITARY SEWER.3.SEE SHEETS 60 TO 64 FOR STORM SEWER PROFILES AND SHEETS 67 TO 69 FOR WATERLINE PROFILES.03/29/2024 CASTAWAY PLACE & N. KEYSTONE LANE65070075080085090095010001050630635640645650655℄ KEYSTONE LANE 3.5'OBJ. HGT. 3.5' EYE HGT.650700750800850900950100010501100115012001250130013506406456506556603.5' EYE HGT. 3.5' OBJ. HGT. 3.5' OBJ. HGT.280' SIGHT LINE280' SIGHT LINE℄ KEYSTONE LANEN. KEYSTONE LANE & WAGTAIL LANE640645650655660S. KEYSTONE LANE & WAGTAIL LANE650700750800850900950100010501100115012001250130013506406456506556603.5' OBJ. HGT. 3.5'OBJ. HGT.3.5'EYE HGT.℄ KEYSTONE LANE280' SIGHT LINE280' SIGHT LINE640645650655660S. KEYSTONE LANE & WEBSTER COURT650700750800850900950100010501100115012001250130013506506556606656703.5' OBJ. HGT. 3.5' OBJ. HGT. 3.5' EYE HGT. ℄ KEYSTONE LANE 650655660665670800850900950100010501100115012001250130013506406456506556603.5'OBJ. HGT. 3.5' OBJ. HGT. 3.5' EYE HGT.134' SIGHT LINE280' SIGHT LINE℄ MAGPIE LANE MAGPIE LANE & WAGTAIL LANE640645650655660WEBSTER COURT & MAGPIE LANE800850900950100010501100115012001250130013506456506556606653.5' OBJ. HGT. 3.5' OBJ. HGT. 3.5' EYE HGT.136' SIGHT LINE280' SIGHT LINE℄ WEBSTER COURT 64565065566066565070075080085090095010001050110011501200125013001350640645650655660W. WAGTAIL LANE & KEYSTONE LANE3.5' EYE HGT. ℄ WAGTAIL LANE 3.5' EYE HGT. 3.5' EYE HGT.280' SIGHT LINE280' SIGHT LINE650700750800850900950100010501100115012001250130013506406456506556603.5'EYE HGT. 3.5' EYE HGT. 3.5'EYE HGT.280' SIGHT LINE280' SIGHT LINEE. WAGTAIL LANE & KEYSTONE LANE℄ WAGTAIL LANE 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 & MARTINSBURG, WV58SIGHT DISTANCE PROFILESRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1V: 1 5'H: 1 50'SCALE: 1 5' 5 2.5 0 5 10SCALE: 1 50'502505010003/29/2024 LAWFORD WAY & WEBSTER COURT850900950100010501100115012001250130013506456506556606653.5'OBJ. HGT. 3.5' OBJ. HGT. 3.5'EYE HGT.83' SIGHT LINE280' SIGHT LINE℄ HEIRLOOM WAY 650655660665645650700750800850900950100010501100115012001250130013506356406456506556603.5' EYE HGT. 3.5' EYE HGT. 3.5' EYE HGT.280' SIGHT LINE280' SIGHT LINEWAGTAIL LANE & GRANITE RIDGE DRIVE℄ WAGTAIL LANE 635640645650655660LAWFORD WAY & GRANITE RIDGE DRIVE650700750800850900950100010501100115012001250130013506356406456506553.5' EYE HGT. 3.5' EYE HGT. 3.5' EYE HGT. ℄ LAWFORD WAY280' SIGHT LINE280' SIGHT LINE635640645650655WEBSTER COURT & MAGPIE LANE800850900950100010501100115012001250130013506456506556606653.5'OBJ. HGT. 3.5' OBJ. HGT. 3.5' EYE HGT.136' SIGHT LINE280' SIGHT LINE℄ WEBSTER COURT 645650655660665VERMILLION LANE & HEIRLOOM WAY700750800850900950100010501100115012006456506556606653.5' OBJ. HGT. 3.5' OBJ. HGT. 3.5' EYE HGT. ℄ VERMILLION LANE227' SIGHT LINE110' SIGHT LINE645650655660665151 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 & MARTINSBURG, WV59SIGHT DISTANCE PROFILESRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1V: 1 5'H: 1 50'SCALE: 1 5' 5 2.5 0 5 10SCALE: 1 50'502505010003/29/2024 -0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5060561061562062563063564064565065566010111213141516171819SAN XING 605610615620625630635640645650655660134' - 36" ADS N-12 # 0.50194' - 36" ADS N-12 # 0.50155' - 36" ADS N-12 # 0.50136' - 30" ADS N-12 # 1.141 8 ' - 2 4 " A D S N - 1 2 # 9 . 5 0 2 9 ' - 2 4 " A D S N - 1 2 # 9 . 3 8250' - 24" ADS N-12 # 1.0920' - 24"ADS N-12 # 1.000+11.07 = EW-1 36INV O8T = 625.250+57.40 = BDVHINV O8T = 625.63INV IN = 625.73 36INV IN = 626.63 241+91.09 = BASE 5'INV O8T = 626.40INV IN = 626.50 36INV IN = 628.15 153+85.35 = BASE 5'INV O8T = 627.47INV IN = 627.57 5+40.36 = BASE 6' INV O8T = 628.35 INV IN = 628.85 30 INV IN = 630.10 15 6+76.64 = 0H2 INV O8T = 630.41 INV IN = 630.91 24 INV IN = 630.91 24 6+94.16 = BASE 5' INV O8T = 632.58 INV IN = 632.68 7+22.99 = BASE 5' INV O8T = 635.38 INV IN = 635.48 9+72.74 = BDVH INV O8T = 638.19 INV IN = 638.29 24 INV IN = 638.94 15 9+93.17 = BDVH INV O8T = 638.50 INV IN = 639.60 24 INV IN = 640.25 15 TO3 = 629.25TO3 = 633.11DI-5-0EDIANTO3 = 630.93DI-5-0EDIANTO3 = 632.96DI-1 TO3 = 632.63 DI-1 TO3 = 639.51 TO3 = 641.06 DI-1 TO3 = 641.06 DI-1 TO3 = 644.14 DI-3C - 6' TO3 = 644.05 DI-1EX G5ADEHGL35O3G5ADECO03ACT FILL TO 950AXI080 D5Y DENSITY 3E5ASHTO - T-99SEE CONTIN8ATION ON SHEET 61STO50 10-23H: 1"=50'V: 1"=5'CO03ACT FILL TO 950AXI080 D5Y DENSITY 3E5ASHTO - T-99WL XING WL XING46' - 36"ADS N-12 # 0.8216" WLXING ℄ SNOWDEN B5IDGEBLVDCL 1 5I35A318" 0IN.CLEA518" 0IN.CLEA5WL XING 18" 0IN.CLEA5A335OX. LOC. EX GAS LINECONT5ACTO5 TO FIELDVE5IFY LOCATION AND AD-8STAS NECESSA5Y-1+00-0+500+000+501+001+502+006156206256306356406456506156206256306356406456501212A64' - 15 "ADS N -12 # 5 .82 0+00.00 = BASE 5' INV O8T = 626.40 INV IN = 628.15 15 INV IN = 626.50 36 0+64.41 = NY3-18" INV O8T = 631.90 INV IN = 631.90 4" 8D TO3 = 630.93 DI-5-0EDIAN TO3 = 636.90 NY3-18STO50 12-12AH: 1"=50'V: 1"=5'EX G5ADEHGL35O3G5ADE-1+00-0+500+000+501+001+502+002+506156206256306356406456156206256306356406451414A-1+00-0+500+000+501+001+502+006206256306356406456506206256306356406456501515A155' - 15" ADS N-12 # 0.500+00.00 = BASE 6'INV O8T = 628.35INV IN = 630.10 15INV IN = 628.85 301+54.87 = BDVHINV O8T = 630.87 TO3 = 632.63DI-1TO3 = 633.47DI-1STO50 14-14AH: 1"=50'V: 1"=5'108' - 24" ADS N-12 # 1.060+00.00 = 0H2 INV O8T = 630.41 INV IN = 630.91 24 INV IN = 630.91 24 1+07.65 = EW-1 24 - INLET INV O8T = 632.05 TO3 = 639.51 TO3 = 635.05STO50 15-15AH: 1"=50'V: 1"=5'EX G5ADEHGL35O3G5ADECO03ACT FILL TO 950AXI080 D5Y DENSITY 3E5ASHTO - T-99EX G5ADEHGL35O3G5ADE-1+00-0+500+000+501+001+502+0062062563063564064565062062563063564064565077' - 30" ADS N-12 # 2.94C10C110+00.00 = ES-1 30 INV O8T = 635.63 0+76.60 = ES-1 30 INLET INV IN = 637.88 EX G5ADE35O3G5ADEC8LVE5T C10-C11H: 1"=50'V: 1"=5'C8LVE5T AND 5I3 5A3 TO BEE0BEDDED 6" BELOWNAT85AL ST5EA0 ELEVATION100 Y5 WS = 642.4810 Y5 WS = 641.2118+5019+0019+5020+00630635640645650SAG = 18+76.13ELEV. = 642.55630640645650655C11C10635655C8LVE5T C10-C11C5OSS SECTIONH: 1"=50'V: 1"=5'EX G5ADE35O3G5ADE30" C8LVE5T100 Y5 WS = 642.4810 Y5 WS = 641.21WL XING7.5' CL A1 5I3 5A3O8TLET 35OTECTION5' CL A1 5I3 5A3O8TLET 35OTECTION151 WLQG\ HLOO LDQH WLQFKHVWHU VLUJLQLD 22602 THOHSKRQH: 540 662-4185 FD[: 540 722-9528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:35O8DLY SE5VING VI5GINIA WEST VI5GINIA OFFICES IN: WINCHESTE5 VA 0A5TINSB85G WV60STO50 SEWE5 35OFILES5HY. NR.DDWHSTONEWALL 0AGISTE5IAL DIST5ICT F5EDE5IC. CO8NTY VI5GINIA12112023TTC=- 792760BSTE3HENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100NYLO3LAST AND 5ISE5 ST58CT85E NOTES:·ALL 5ISE5 ST58CT85ES TO HAVE DO0E STYLE T5ASH 5AC.SINSTALLED·ALL NYLO3LAST ST58CT85ES TO HAVE DO0E G5ATESINSTALLED 8NLESS OTHE5WISE S3ECIFIEDST58CT85E NOTES:·ALL VDOT STANDA5D ST58CT85ES AND 5ISE5 ST58CT85ES TOHAVE SAFETY SLABS 3E5 VDOT SL-1.5ATIONAL ANALYSISC: 0.31A: 17.79 AC5ESTF: 14.8 0INI2: 3.01 IN0INI10: 4.15 IN0INI100: 5.85 IN0IN42= 16.75410= 23.134100= 32.50NOTE:C8LVE5T ANALYSIS 3E5FO50ED 8TILI=ING HY-8 VE5SION 7.503/29/2024 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+00620625630635640645650655660665670181920212223620625630635640645650655660665670STO50 10-23H: 1"=50'V: 1"=5'20' - 24"ADS N-12 # 1.00199' - 24" ADS N-12 # 1.60192' - 15" ADS N-12 # 3.2623' - 15"ADS N-12 # 0.5086' - 15" ADS N-12 # 0.509+72.74 = BDVHINV O8T = 638.19INV IN = 638.29 24INV IN = 638.94 159+93.17 = BDVHINV O8T = 638.50INV IN = 639.60 24INV IN = 640.25 1511+92.23 = BDVHINV O8T = 642.79INV IN = 644.11 15INV IN = 644.04 15INV IN = 644.04 1513+83.95 = NY3-24"INV O8T = 650.36INV IN = 650.4614+06.67 = BDVHINV O8T = 650.57INV IN = 650.6714+92.75 = BDVH INV O8T = 651.10 TO3 = 644.14DI-3C - 6'TO3 = 644.05DI-1TO3 = 648.45DI-1TO3 = 653.26NY3-24TO3 = 655.98DI-3B - 6'TO3 = 655.10 DI-3B - 6'EX G5ADEHGL35O3G5ADECO03ACT FILL TO 950AXI080 D5Y DENSITY 3E5ASHTO - T-99SEE CONTIN8ATIONON SHEET 60 -1+00-0+500+000+501+001+506156206256306356406456506556606156206256306356406456506556601818ASAN XING -1+00-0+500+000+501+001+506256306356406456506556606256306356406456506556601919A37' - 15"ADS N-12 # 3 .23 0+00.00 = BDVH INV O8T = 638.19 INV IN = 638.94 15 INV IN = 638.29 24 0+37.00 = BDVH INV O8T = 640.14 TO3 = 644.14 DI-3C - 6' TO3 = 644.14 DI-3C - 6'STO50 18-18AH: 1"=50'V: 1"=5'30' - 15"ADS N-12 # 0.500+00.00 = BDVH INV O8T = 638.50 INV IN = 640.25 15 INV IN = 639.60 24 0+30.18 = BDVH INV O8T = 640.40 TO3 = 644.05 DI-1 TO3 = 644.40 DI-3B -10'STO50 19-19AH: 1"=50'V: 1"=5'EX G5ADEHGLEX G5ADEHGL35O3G5ADE35O3G5ADEWL XING 18" 0IN.CLEA5NY3-30 SOLID COVE5-1+00-0+500+000+501+001+502+002+503+006206256306356406456506556606656206256306356406456506556606652020A20BSAN XING -1+00-0+500+000+501+001+502+002+506306356406456506556606656306356406456506556606652020C104' - 15" ADS N-12 # 0.5050' - 15"ADS N-12 # 0.500+00.00 = BDVHINV O8T = 642.79INV IN = 644.04 15INV IN = 644.1115INV IN = 644.04 151+03.99 = NY3-30"INV O8T = 644.56INV IN = 644.661+53.68 = BDVHINV O8T = 644.91 TO3 = 648.45DI-1TO3 = 650.08TO3 = 648.91DI-3B -10'STO50 20-20BH: 1"=50'V: 1"=5'124' - 15" ADS N-12 # 2.98 0+00.00 = BDVH INV O8T = 642.79 INV IN = 644.04 15 INV IN = 644.04 15 INV IN = 644.11 15 1+23.50 = BDVH INV O8T = 647.72 TO3 = 648.45 DI-1 TO3 = 651.72 DI-3B -10'STO50 20-20CH: 1"=50'V: 1"=5'EX G5ADEHGL35O3G5ADECO03ACT FILL TO 950AXI080 D5Y DENSITY 3E5ASHTO - T-99EX G5ADEHGL35O3G5ADECO03ACT FILL TO 950AXI080 D5Y DENSITY 3E5ASHTO - T-99WL XING -1+00-0+500+000+501+001+502+002+503+0061562062563063564064565065566061562062563063564064565065566030313233SAN XING SAN XING 23' - 15"ADS N-12 # 0.56117' - 15" ADS N-12 # 1.0037' - 15"ADS N-12 # 0.500+00.00 = ES-1 15 INV O8T = 636.90 0+23.27 = NY3-30" INV O8T = 637.03 INV IN = 637.13 1+40.31 = BDVH INV O8T = 638.30 INV IN = 638.40 1+77.31 = BDVH INV O8T = 638.59 TO3 = 643.10 TO3 = 642.59 DI-3B - 6' TO3 = 642.59 DI-3B - 6'STO50 30-33H: 1"=50'V: 1"=5'EX G5ADEHGL35O3G5ADENY3-30 SOLID COVE5 WL XING WL XING A335OX. LOC. EX GAS LINECONT5ACTO5 TO FIELDVE5IFY LOCATION AND AD-8STAS NECESSA5Y151 WLQG\ HLOO LDQH WLQFKHVWHU VLUJLQLD 22602 THOHSKRQH: 540 662-4185 FD[: 540 722-9528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:35O8DLY SE5VING VI5GINIA WEST VI5GINIA OFFICES IN: WINCHESTE5 VA 0A5TINSB85G WV61STO50 SEWE5 35OFILES5HY. NR.DDWHSTONEWALL 0AGISTE5IAL DIST5ICT F5EDE5IC. CO8NTY VI5GINIA12112023TTC=- 792760BSTE3HENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100NYLO3LAST AND 5ISE5 ST58CT85E NOTES:·ALL 5ISE5 ST58CT85ES TO HAVE DO0E STYLE T5ASH 5AC.SINSTALLED·ALL NYLO3LAST ST58CT85ES TO HAVE DO0E G5ATESINSTALLED 8NLESS OTHE5WISE S3ECIFIEDST58CT85E NOTES:·ALL VDOT STANDA5D ST58CT85ES AND 5ISE5 ST58CT85ES TOHAVE SAFETY SLABS 3E5 VDOT SL-1.03/29/2024 -1+00-0+500+000+501+001+506156206256306356406456506556156206256306356406456506554041-1+00-0+500+000+501+001+506156206256306356406456506556156206256306356406456506555051-1+00-0+500+000+501+001+502+00615620625630635640645650655660615620625630635640645650655660606162SAN XING 49' - 18"ADS N-12 # 1.540+00.00 = ES-1 18INV O8T = 631.750+48.59 = NY3-18"INV O8T = 632.50INV IN = 633.25 6" 8DTO3 = 638.25NY3-1856' - 18"ADS N-12 # 1.330+00.00 = ES-1 18INV O8T = 631.750+56.30 = NY3-18"INV O8T = 632.50INV IN = 633.25 6" 8DTO3 = 638.25NY3-18STO50 50-51H: 1"=50'V: 1"=5'STO50 40-41H: 1"=50'V: 1"=5'39' - 15"ADS N-12 # 0.514 9 ' - 1 5 "ADS N - 1 2 # 7 . 5 3 0+00.00 = ES-1 15 INV O8T = 638.40 0+39.36 = BDVH INV O8T = 638.60 INV IN = 638.70 0+88.03 = BDVH INV O8T = 642.37 TO3 = 646.07 DI-3B - 6' TO3 = 646.37 DI-3B - 6'STO50 60-62H: 1"=50'V: 1"=5'EX G5ADE35O3G5ADEEX G5ADE35O3G5ADEEX G5ADEHGL35O3G5ADEWL XING -1+00-0+500+000+501+001+502+002+50620625630635640645650655660620625630635640645650655660707171A84' - 15" ADS N-12 # 3.0070' - 15"ADS N-12 # 2.500+00.00 = ES-1 15 INV O8T = 637.50 0+84.25 = BDVH INV O8T = 640.03 INV IN = 640.13 1+54.04 = BDVH INV O8T = 641.87 TO3 = 645.63 DI-3B - 6' TO3 = 645.87 DI-3B - 6'STO50 70-71AH: 1"=50'V: 1"=5'EX G5ADEHGL35O3G5ADEWL XING-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+506156206256306356406456506556606656706156206256306356406456506556606656708081828384858687888990SAN XING -1+00-0+500+000+501+001+506206256306356406456506556606206256306356406456506556608383ASAN LAT XING 45' - 24"ADS N-12 # 0.5022' - 24"ADS N-12 # 5.0529' - 24"ADS N-12 # 0.50126' - 24" ADS N-12 # 0.5036' - 18"ADS N-12 # 1.2586' - 18" ADS N-12 # 0.94113' - 15" ADS N-12 # 3.11181' - 15" ADS N-12 # 3.1821' - 15"ADS N-12 # 0.5087' - 15" ADS N-12 # 0.500+00.00 = ES-1 24INV O8T = 638.400+44.58 = BASE 5'INV O8T = 638.62INV IN = 638.730+66.98 = BDVHINV O8T = 639.86INV IN = 639.960+96.00 = BDVHINV O8T = 640.10INV IN = 640.20 24INV IN = 641.69 152+21.53 = BASE 5'INV O8T = 640.83INV IN = 641.33 18INV IN = 641.58 152+57.98 = BDVHINV O8T = 641.78INV IN = 641.883+44.47 = BDVHINV O8T = 642.70INV IN = 642.95 15INV IN = 643.20 12 4+57.26 = BDVH INV O8T = 646.46 INV IN = 646.56 15 INV IN = 646.56 15 6+38.53 = NY3-24" INV O8T = 652.32 INV IN = 652.42 6+60.02 = BDVH INV O8T = 652.53 INV IN = 652.63 7+46.82 = BDVH INV O8T = 653.06 TO3 = 645.29DI-3B - 6' SAGTO3 = 645.54DI-3C - 6'TO3 = 645.54DI-3C - 6'TO3 = 644.16DI-1TO3 = 644.98DI-1TO3 = 645.58DI-1 TO3 = 650.00 DI-1 TO3 = 655.13 NY3-24 TO3 = 657.97 DI-3B - 4' TO3 = 657.06 DI-3B - 6'STO50 80-90H: 1"=50'V: 1"=5'0+00.00 = BDVH INV O8T = 640.10 INV IN = 641.69 15 INV IN = 640.20 24 0+52.83 = BDVH INV O8T = 641.95 TO3 = 645.54 DI-3C - 6' TO3 = 645.95 DI-3B - 6'STO50 83-83AH: 1"=50'V: 1"=5'EX G5ADEHGL35O3G5ADEEX G5ADEHGL35O3G5ADEEX G5ADEHGL35O3G5ADE53' - 15"ADS N-12 # 0.50WL XING WL LAT XING 18" 0IN.CLEA518" 0IN.CLEA5151 WLQG\ HLOO LDQH WLQFKHVWHU VLUJLQLD 22602 THOHSKRQH: 540 662-4185 FD[: 540 722-9528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:35O8DLY SE5VING VI5GINIA WEST VI5GINIA OFFICES IN: WINCHESTE5 VA 0A5TINSB85G WV62STO50 SEWE5 35OFILES5HY. NR.DDWHSTONEWALL 0AGISTE5IAL DIST5ICT F5EDE5IC. CO8NTY VI5GINIA12112023TTC=- 792760BSTE3HENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100NYLO3LAST AND 5ISE5 ST58CT85E NOTES:·ALL 5ISE5 ST58CT85ES TO HAVE DO0E STYLE T5ASH 5AC.SINSTALLED·ALL NYLO3LAST ST58CT85ES TO HAVE DO0E G5ATESINSTALLED 8NLESS OTHE5WISE S3ECIFIEDST58CT85E NOTES:·ALL VDOT STANDA5D ST58CT85ES AND 5ISE5 ST58CT85ES TOHAVE SAFETY SLABS 3E5 VDOT SL-1.03/29/2024 -1+00-0+500+000+501+001+50630635640645650655660665630635640645650655660665100101-1+00-0+500+000+501+001+506306356406456506556606656306356406456506556606658484A84B-1+00-0+500+000+501+001+502+006306356406456506556606656306356406456506556606658686A-1+00-0+500+000+501+001+502+002+503+006256306356406456506556606656256306356406456506556606658787A87BSAN XING 36' - 12"ADS N-12 # 2.780+00.00 = ES-1 12 INV O8T = 646.20 0+36.36 = BDVH INV O8T = 647.21 TO3 = 650.6 DI-1STO50 100-101H: 1"=50'V: 1"=5'35' - 15"ADS N-12 # .3623' - 12"ADS N-12 # 5.330+00.00 = BASE 5'INV O8T = 640.83INV IN = 641.58 15INV IN = 641.33 180+35.04 = BDVHINV O8T = 644.86INV IN = 644.60+55.87 = BDVHINV O8T = 646.18 TO3 = 644.16DI-1TO3 = 64.21DI-1TO3 = 64.3DI-1STO50 84-84BH: 1"=50'V: 1"=5'' - 12" ADS N-12 # 1.680+00.00 = BDVHINV O8T = 642.70INV IN = 643.20 12INV IN = 642.5 15 0+8.52 = NY3-18" INV O8T = 644.85 TO3 = 645.88DI-1 TO3 = 647.18 NY3-18 122' - 15" ADS N-12 # 0.5066' - 15"ADS N-12 # 1.800+00.00 = BDVH INV O8T = 646.46 INV IN = 646.56 15 INV IN = 646.56 15 1+22.4 = BDVH INV O8T = 647.17 INV IN = 647.27 1+88.04 = BDVH INV O8T = 648.45 TO3 = 650.00 DI-1 TO3 = 651.27 DI-3B - 8' TO3 = 652.45 DI-3B - 8'STO50 86-86AH: 1"=50'V: 1"=5'STO50 87-87BH: 1"=50'V: 1"=5'EX G5ADEHGL35O3G5ADEEX G5ADEHGL35O3G5ADEEX G5ADEHGL35O3G5ADEEX G5ADEHGL35O3G5ADEWL XING WL XING-1+00-0+500+000+501+001+5062563063564064565065566066567062563063564064565065566066567010510663063564064565065566066533' - 15"ADS N-12 # 1.600+00.00 = ES-1 15INV O8T 15 = 650.270+33.05 = BDVHINV IN = 650.80 TO3 = 654.80DI-1STO50 105-106H: 1"=50'V: 1"=5'EX G5ADEHGL35O3G5ADECO03ACT FILL TO 50AXI080 D5Y DENSITY 3E5ASHTO - T--1+00-0+500+000+501+001+502+002+503+00615620625630635640645650655660615620625630635640645650655660121130131132133SAN LAT XING SAN LAT XING -1+00-0+500+000+501+001+50620625630635640645650655620625630635640645650655121121A38' - 15"ADS N-12 # 3.0255' - 15"ADS N-12 # 2.5850' - 15"ADS N-12 # 2.672' - 15"ADS N-12 # 2.180+00.00 = BDVH INV O8T = 634.42 INV IN = 635.17 15 INV IN = 634.52 24 INV IN = 636.6 15 0+38.12 = BDVH INV O8T = 637.84 INV IN = 638.0 15 INV IN = 638.0 15 0+3.41 = BDVH INV O8T = 63.51 INV IN = 63.61 1+43.01 = BDVH INV O8T = 641.08 INV IN = 641.28 2+14.0 = BDVH INV O8T = 642.85 TO3 = 642.70 DI-3B - 4' TO3 = 642.68 DI-3B - 4' TO3 = 643.61 DI-3B - 6' TO3 = 645.18 DI-3B - 4' TO3 = 646.85 DI-3B -12'54' - 15 "ADS N -12 # 5 .4 0+00.00 = BDVH INV O8T = 634.42 INV IN = 635.17 15 INV IN = 634.52 24 INV IN = 636.6 15 0+53.85 = BDVH INV O8T = 638.37 TO3 = 642.70 DI-3B - 4' TO3 = 642.37 DI-3C - 6'STO50 121-121AH: 1"=50'V: 1"=5'STO50 121-133H: 1"=50'V: 1"=5'EX G5ADEHGL35O3G5ADEEX G5ADEHGL35O3G5ADECO03ACT FILL TO 50AXI080 D5Y DENSITY 3E5ASHTO - T-18" 0IN.CLEA5WL XING WL LAT XING WL LAT XING 151 WLQG\ HLOO LDQH WLQFKHVWHU VLUJLQLD 22602 THOHSKRQH: 540 662-4185 FD[: 540 722-528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:35O8DLY SE5VING VI5GINIA WEST VI5GINIA OFFICES IN: WINCHESTE5 VA 0A5TINSB85G WV63STO50 SEWE5 35OFILES5HY. NR.DDWHSTONEWALL 0AGISTE5IAL DIST5ICT F5EDE5IC. CO8NTY VI5GINIA12112023TTC=- 72760BSTE3HENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100NYLO3LAST AND 5ISE5 ST58CT85E NOTES:·ALL 5ISE5 ST58CT85ES TO HAVE DO0E STYLE T5ASH 5AC.SINSTALLED·ALL NYLO3LAST ST58CT85ES TO HAVE DO0E G5ATESINSTALLED 8NLESS OTHE5WISE S3ECIFIEDST58CT85E NOTES:·ALL VDOT STANDA5D ST58CT85ES AND 5ISE5 ST58CT85ES TOHAVE SAFETY SLABS 3E5 VDOT SL-1.03/29/2024 SAN XING SAN XING EX G5ADEHGL35O3G5ADEEX G5ADEHGL35O3G5ADE-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5061562062563063564064565065566066567061562062563063564064565065566066567044' - 24"ADS N-12 # 0.9542' - 24"ADS N-12 # 1.25123' - 24" ADS N-12 # 1.2642' - 18"ADS N-12 # 1.5095' - 18" ADS N-12 # 1.60192' - 18" ADS N-12 # 2.19143' - 18" ADS N-12 # 1.6418' - 18"ADS N-12 # 0.7554' - 18"ADS N-12 # 0.50123' - 18" ADS N-12 # 0.75120121122123124125126127128129129A0+00.00 = EW-1 24INV O8T = 634.000+44.32 = BDVHINV O8T = 634.42INV IN = 634.52 24INV IN = 635.17 15INV IN = 636.69 150+86.69 = BDVHINV O8T = 635.05INV IN = 635.152+09.61 = BDVHINV O8T = 636.70INV IN = 637.952+51.78 = BDVHINV O8T = 638.58INV IN = 638.68 18INV IN = 638.83 153+46.32 = BDVHINV O8T = 640.20INV IN = 640.30 18INV IN = 640.30 18 5+37.87 = BDVH INV O8T = 644.50 INV IN = 644.60 6+81.22 = NY3-24" INV O8T = 646.94 INV IN = 647.04 6+99.27 = BDVH INV O8T = 647.18 INV IN = 647.28 18 INV IN = 647.43 15 7+53.42 = NY3-24" INV O8T = 647.55 INV IN = 647.65 8+76.02 = BDVH INV O8T = 648.57 TO3 = 637.00TO3 = 642.70DI-3B - 4'TO3 = 643.36DI-3B - 4'TO3 = 646.15DI-3B - 6'TO3 = 646.43DI-3B - 6'TO3 = 644.50DI-7 -TY3E III TO3 = 647.50 DI-1 TO3 = 651.31 NY3-24 TO3 = 653.97 DI-3B - 4' TO3 = 655.29 TO3 = 651.32 DI-7 -TY3E IIISTO50 120-129AH: 1"=50'V: 1"=5'NY3-24 SOLID COVE5 WL XINGWL XING WL XING18" 0IN.CLEA5-1+00-0+500+000+501+001+50625630635640645650655660665625630635640645650655660665124124A33' - 15"ADS N-12 # 0.500+00.00 = BDVH INV O8T = 638.58 INV IN = 638.83 15 INV IN = 638.68 18 0+33.08 = NY3-30" INV O8T = 639.00 INV IN = 639.00 4" 8D TO3 = 646.43 DI-3B - 6' TO3 = 644.00 NY3-30STO50 124-124AH: 1"=50'V: 1"=5'EX G5ADEHGL35O3G5ADE-1+00-0+500+000+501+001+50625630635640645650655625630635640645650655130130A-1+00-0+500+000+501+001+502+00635640645650655660665635640645650655660665128128A-1+00-0+500+000+501+001+50625630635640645650655660625630635640645650655660125125A57' - 15"ADS N-12 # 0.500+00.00 = BDVH INV O8T = 637.84 INV IN = 638.09 15 INV IN = 638.09 15 0+56.85 = BDVH INV O8T = 638.37 TO3 = 642.68 DI-3B - 4' TO3 = 642.37 DI-3C - 6'98' - 15" ADS N-12 # 1.320+00.00 = BDVHINV O8T = 647.18INV IN = 647.43 15INV IN = 647.28 18 0+98.43 = BDVH INV O8T = 648.73 TO3 = 653.97DI-3B - 4' TO3 = 652.73 DI-3B - 4'47' - 18"ADS N-12 # 2.150+00.00 = BDVHINV O8T = 640.20INV IN = 640.30 18INV IN = 640.30 180+47.36 = ES-1 18" - INLETINV O8T = 641.32 TO3 = 644.50DI-7 -TY3E IIISTO50 128-128AH: 1"=50'V: 1"=5'STO50 125-125AH: 1"=50'V: 1"=5'STO50 130-130AH: 1"=50'V: 1"=5'EX G5ADEHGL35O3G5ADEEX G5ADEHGL35O3G5ADEEX G5ADEHGL35O3G5ADE151 WLQG\ HLOO LDQH WLQFKHVWHU VLUJLQLD 22602 THOHSKRQH: 540 662-4185 FD[: 540 722-9528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:35O8DLY SE5VING VI5GINIA WEST VI5GINIA OFFICES IN: WINCHESTE5 VA 0A5TINSB85G WV64STO50 SEWE5 35OFILES5HY. NR.DDWHSTONEWALL 0AGISTE5IAL DIST5ICT F5EDE5IC. CO8NTY VI5GINIA12112023TTC=- 792760BSTE3HENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100NYLO3LAST AND 5ISE5 ST58CT85E NOTES:·ALL 5ISE5 ST58CT85ES TO HAVE DO0E STYLE T5ASH 5AC.SINSTALLED·ALL NYLO3LAST ST58CT85ES TO HAVE DO0E G5ATESINSTALLED 8NLESS OTHE5WISE S3ECIFIEDST58CT85E NOTES:·ALL VDOT STANDA5D ST58CT85ES AND 5ISE5 ST58CT85ES TOHAVE SAFETY SLABS 3E5 VDOT SL-1.03/29/2024 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 & MARTINSBURG, WVN/A65STORM SEWER & HGL COMPSRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-103/29/2024 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 & MARTINSBURG, WVN/A66STORM INLET COMPSRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-103/29/2024 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+50615620625630635640645650655660665615620625630635640645650655660665STM XING STM XING STM XING STM XING12" DIP CL-5212X8 CROSS W/4 GV 12X8 CROSS W/4 GVWATERLINE "B"15+27.04 = AIR RELEASE/VACUUM VALVE EX GRADEPROPGRADE18" MIN.CLEAREXGRADEPROPGRADE4' MIN.COVER18" MIN.CLEAR40' STUB W/FLUSHING ASS'Y DO NOT BLAST NEAR GAS LINE EX. 12" W/MCL 52 DIP18" STMXING4' MINCOVER15" STMXING0+00 = 16x12 TEE W/ 2- 16" GV, 1- 12" G.V.WL 'A'11.25° VERT BEND 11.25° VERT BENDCONNECTION TO EXISTING 12" WATERLINE.CONTRACTOR TO FIELDVERIFY AS BUILT CONDITIONSPRIOR TO START OFCONSTRUCTION APPROX. LOC. EX GAS LINECONTRACTOR TO FIELDVERIFY LOCATION AND AD-USTAS NECESSARYAPPROX. LOC. EX GAS LINECONTRACTOR TO FIELDVERIFY LOCATION AD-UST ASNECESSARY12" DIP CL-52 12" DIP CL-5218" MIN.CLEAR18" MIN.CLEAR1" IRRIGATION METER 18" MIN.CLEAR9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0061562062563063564064565065566066561562062563063564064565065566066512x8 CROSS W/4 GV SAN XING SAN LAT XING SAN XING STM XING SAN XING STM XING STM XING STM XING 8X8 CROSS W/4 GV 8X8 TEE W/3 GVWATERLINE "C"13+88.03=AIR RELEASE/VACUUM VALVE 18+15.34= FH ASSM'Y PROPGRADEEX GRADECOMPACT FILL TO 95MAXIMUM DRY DENSITY PERASHTO - T-99EX GRADE4' MIN.COVER8" DIP CL-528" DIP CL-52RESTRAINED-OINTS TYP14+51.31 = FH ASS'Y W/ BOLLARDS 11 1/4 BEND 8X6 REDUCER W/1 GV 8X6 TEE W/2 GV SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING 151 WLQG\ HLOO LDQH WLQFKHVWHU VLUJLQLD 22602 THOHSKRQH: 540 662-4185 FDx: 540 722-9528 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 MARTINSBURG WV67WATERLINE PROFILESRHY. NR.DDWHSTONEWALL MAGISTERIAL DISTRICT FREDERIC. COUNTY VIRGINIA12/11/2023TTC/=- 792760BSTEPHENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100NOTE:ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.03/29/2024 WATERLINE "A"9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+50615620625630635640645650655660615620625630635640645650655660STM XING SAN XING SAN XING SAN LAT XING CONNECTION TO EXISTING 8X6 TEE W/ 2 GV 8X8 TEE W/3 GV 8" WATERLINE. CONTRACTORTO FIELD VERIFY AS BUILTCONDITIONS PRIOR TO STARTOF CONSTRUCTION 4' MIN.COVERPROPGRADEEXGRADE8" DIP CL-528" DIP CL-528X8 TEE W/3 GV 14+64.63= FH ASSM'Y W/ BOLLARDSEX. 8" W/M CL 52 DIP24" STMXING EX. CONCCRADLE &ARCH10+00 = 16x8 TEE W/ 2- 16" GV, 1- 8" G.V.WL 'A'APPROX. LOC. EX GAS LINECONTRACTOR TO FIELDVERIFY LOCATION AND ADJUSTAS NECESSARY8" DIP CL-52 SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING18" MIN.CLEAR18" MIN.CLEAR20+5020+008X8 CROSS W/ 4 GV610615620625630635640645650655WATERLINE "E"9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+50610615620625630635640645650655SAN LAT XING STM XING8X8 TEE W/3 GV COMPACT FILL TO 95%MAXIMUM DRY DENSITY PERASHTO - T-9918" MIN.CLEAR4' MIN.COVERPROPGRADEEXGRADE8" DIP CL-5218" MIN.CLEAR8X6 REDUCER W/1 GV 13+98.52 = FH ASSM'YRESTRAINEDJOINTS (TYP)8X6 TEE W/ 1 GV 11+98.30=FH ASSM'Y W/ BOLLARDSSAN LAT XINGSAN LAT XINGSAN LAT XINGSAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING 45° VERT. BEND 45° VERT. BEND STM XING 18" MIN.CLEARSAN LAT XINGSAN LAT XING 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+50620625630635640645650655660665620625630635640645650655660665SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING STM XING 8X8 TEE W/3 GV WATERLINE "F"COMPACT FILL TO 95%MAXIMUM DRY DENSITY PERASHTO - T-994' MIN.COVERPROPGRADEEXGRADE15+90.36= FH ASSM'Y 8X8 TEE W/3 GV8" DIP CL-52RESTRAINEDJOINTS (TYP)RESTRAINEDJOINTS (TYP)4' MIN.COVER18" MIN.CLEAR18" MIN.CLEARSTM XING 11+84.16= FH ASSM'Y 8X6 TEE W/2 GV 8X6 REDUCER W/1 GV 45° BEND SAN LAT XING SAN LAT XING 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 & MARTINSBURG, WV68WATERLINE PROFILESRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100NOTE:ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.03/29/2024 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+50630635640645650655660665630635640645650655660665SAN XING SAN XING SAN XING STM XING 8X8 TEE W/3 GV 8X8 TEE W/3 GV 8X8 TEE W/3 GV 8X8 TEE W/3 GVWATERLINE "H"PROPGRADEEXGRADE4' MIN.COVER8" DIP CL-528" DIP CL-52COMPACT FILL TO 95MAXIMUM DRY DENSITY PERASHTO - T-998X6 REDUCER W/1 GV 19+30.16= FH ASSM'Y 8X6 TEE W/2 GV 13+28.41= FH ASSM'Y W/ BOLLARDS 8X6 TEE W/2 GV 12+16.30= FH ASSM'Y W/ BOLLARDS 8X6 TEE W/2 GV 10+48.15= FH ASSM'Y W/ BOLLARDS RESTRAINED-OINTS TYP13+75.00 =AIR RELEASE/VACUUM VALVE SAN LAT XING9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+50620625630635640645650655660620625630635640645650655660SAN LAT XINGSAN LAT XING8X12 CROSS W/4 GVWATERLINE "D"PROPGRADEEXGRADE4' MIN.COVER8" DIP CL-528X6 TEE W/2 GV 10+75.02=FH ASSM'Y W/ BOLLARD 8X8 TEE W/3 GV SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+00625630635640645650655660665625630635640645650655660665SAN XING SAN LAT XING SAN LAT XING SAN LAT XING 8X8 TEE W/3 GV WATERLINE "G"PROPGRADEEXGRADE4' MIN.COVER8" DIP CL-5218" MIN.CLEARSTM XING 13+05.77= FH ASSM'Y W/ BOLLARDS 45 BEND 1 GV 45 BEND 8X8 TEE W/2 GV 8X6 REDUCER W/1 GV SAN LAT XING SAN LAT XING 9+5010+0010+5011+0011+5012+00630635640645650655660665630635640645650655660665WATERLINE "I"PROPGRADEEXGRADE4' MIN.COVER8" DIP CL-528X8 TEE W/2 GV 11+07.59= FH ASSM'Y 45 BEND8X6 REDUCER W/ 1 GV 151 WLQG\ HLOO LDQH WLQFKHVWHU VLUJLQLD 22602 THOHSKRQH: 540 662-4185 FD[: 540 722-9528 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 MARTINSBURG WV69WATERLINE PROFILESRHY. NR.DDWHSTONEWALL MAGISTERIAL DISTRICT FREDERIC. COUNTY VIRGINIA12/11/2023TTC/=- 792760BSTEPHENSON VILLAGE II SECTION AA-1V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100NOTE:ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.03/29/2024 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 & MARTINSBURG, WVN/A70VDOT-SITE DETAILS STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1**ALL INLETS BEING INSTALLED WITHROLL TOP CURB SHALL BEMANUFACTURED WITH ALTERNATEMOUNTABLE CURB NOSEDI-3 W / ROLLTOP CURBN.T.S.6/7/18VER #16"STD. DI-3PRECAST TOPW / MOUNTABLECURB NOSESTD. ROLLTOPCURB1'BACK OFCURBFACE OFCURB2" LOCALDEPRESSIONFACEBLOCKSTD. DI-3PRECAST TOPW / MOUNTABLECURB NOSEFACE OFCURB2'2" LOCALDEPRESSIONSTD. ROLLTOPCURBWARPCURB LINETO MATCHNOSERTC ROLLTOP CURBN.T.S.6/6/18VER 1PAVEMENT2'11"9"NOTES:1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-62. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, CLASS A4 IF PRECAST1'R=1.25'R=1.5'6"1'FACE OF CURB1.5'2"INVERT LINEMODIFIED VDOT MH-1 FOR RISER STRUCTURESMODIFIED VDOT MH-1 FOR RISER STRUCTURESA4VARIESFOOTER DIAMETER = OUTSIDEDIAMETER + 1'VARIESRIM6"TYPICAL TRASH RACKBY PLASTICSOLUTIONS ORAPPROVEDEQUIVALENTSUPPLIER MAY MODIFY STRUCTURAL ELEMENTS IFAPPROVED BY PROFESSIONAL ENGINEER, 6" FOOTEROVERHANG TO BE MAINTAINEDRTCR REVERSE ROLLTOP CURBN.T.S.PAVEMENT2'11"NOTES:1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-62. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, CLASS A4 IF PRECAST1'R=1.25'R=1.5'6"1'FACE OF CURB1.5'2"INVERT LINE1":1'9"03/29/2024 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 & MARTINSBURG, WVN/A71VDOT DETAILSRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1Section 2C.66 Object Markers for Ends of RoadwaysSupport:01 The Type 4 object marker is used to warn and alert road users of the end of a roadway in other thanconstruction or maintenance areas.Standard:02 If an object marker is used to mark the end of a roadway, a Type 4 object marker shall be used.Option:03 The Type 4 object marker may be used in instances where there are no alternate vehicular paths.04 Where conditions warrant, more than one marker, or a larger marker with or without a Type 3 Barricade(see Section 2B.67), may be used at the end of the roadway.Standard:05 The minimum mounting height, measured vertically from the bottom of a Type 4 object marker to theelevation of the near edge of the traveled way, shall be 4 feet.Guidance:06 Appropriate advance warning signs in this Chapter should be used.03/29/2024 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 & MARTINSBURG, WVN/A72VDOT DETAILSRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-103/29/2024 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 & MARTINSBURG, WVN/A73VDOT DETAILSRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-103/29/2024 EX MH-1-38A10+00.00 = EX. MH1EX INV OUT = 617.92 (18")INV IN = 624.36 (8" INSIDE DROP)0+20.60 = MH1INV OUT = 624.57INV IN = 624.77INV IN = 624.77 EX TOP = 642.42 TOP = 639.53EX INV IN = 618.12 (18")-1+00-0+500+000+501+001+5060561061562062563063564064565065560561061562062563063564064565065521 - 8"SDR 35/26 # 1.00EX GRADEPROPGRADECORE DRILLBOOT RESHAPEOF INVERT BYCONTRACTORSANITARY MH EX MH-1-38 - A1H: 1"=50 V: 1"=5 2+002+503+003+50605610615620625630635640645650655605610615620625630635640645650655EX MH-1392+88.82 = BaseEX INV OUT = 618.85EX INV IN = 618.95 PROP. TOP = 633.50STM XING EX. TOP = 627.58EX SANITARY MH-139H: 1"=50 V: 1"=5 EX GRADEPROPGRADE151 :LQG\ HLOO LaQe :LQFKesWeU VLUJLQLa 22602 TeOeSKRQe: (540) 662-4185 Fa[: (540) 722-9528 ZZZ.JUeeQZa\eQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA :EST VIRGINIA OFFICES IN: :INCHESTER VA MARTINSBURG :VN/A74FREDERIC. :ATER DETAILS SANITARY SE:ER PROFILES STONE:ALL MAGISTERIAL DISTRICT FREDERIC. COUNTY VIRGINIA12/11/2023TTC/=- 792760BSTEPHENSON VILLAGE II SECTION AA-1 L = restrained length of pipe (PVC or DIP)HORIZONTAL BEND 45°, 22 1/2°, 11 1/4° D 6" 8" 12" 16" 18" 20" 24" L (ft) 20 20 20 20 20 20 20 L TEE, CROSS, WYEany joint that falls within the specified length ofeach branch of the fitting shall be restrained.In addition to restraining each joint of the fitting, D = pipe diameterLLLL -2- TEE, CROSS, WYE AND HORIZONTAL BENDRESTRAINED JOINTS FOR D 6" 8" 12" 16" 18" 20" 24" L (ft) 60 60 100 120 120 140 160DDDL = restrained length of pipe (PVC or DIP)D = pipe diameterFEB 09Both joints of the fitting shall be restrained. In addition, all joints withinthe specified length on the large side of the reducer shall be restrained. REDUCERL L (ft) 60 60 100 120 120 140 160 D 6" 8" 12" 16" 18" 20" 24" Lfalls within the specified length shall be restrained.In addition to restraining the connection, any joint that VALVE, DEAD ENDL 8" 12" 16" 18" 20" 24" 8" -- 60 80 100 120 140 D1 12" -- -- 60 80 100 120 16" -- -- -- 40 60 100 18" -- -- -- -- 40 80 20" -- -- -- -- -- 60 -3- GATE VALVE AND DEAD ENDRESTRAINED JOINTS FOR REDUCER, 6" 40 60 100 120 120 140 D2D1LDL = restrained length ofD = pipe diameterpipe (PVC or DIP)L (ft)D2L = restrained length ofD = pipe diameterpipe (PVC or DIP)FEB 09LuLdLu = up bend restrained lengthof pipe (PVC or DIP)up benddepthdepth 4 ft. min.down bend Ld = down bend restrained length of pipe (PVC or DIP)finished gradeLuLd-4- VERTICAL OFFSETRESTRAINED JOINTS FOR 45° Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 Each side of any vertical offsetbend shall be restrained. Inaddition, any joint that falls withinthe specified length on each sideof the fitting shall be restrained. D 6" 8" & 12" 16", 18" & 20" 24" 22 1/2° Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24" 11 1/4° Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24"DD = pipe diameterFEB 0948" min.6" stonevalve restrained to main6", 8" and 12" 16", 18", 20" and 24"screw type adjustablevalve box8"x 8"x 16"solid block60" min.over-excavation18" to 24"concrete pad 18" dia. x 6" deepfinished gradeconcrete pad 18" dia. x 6" deepfinished gradeWaterForced Sewer24" min.screw type adjustable valve boxNote: valve shallbe spur geartype6" stone8"x 8"x 16"solid blockvalverestrainedto mainscrew typeadjustablevalve boxconcrete pad 18"dia. x 6" deep8"x 8"x 16" solid blockfor 12" valveNote: valve shallbe bevel geartypeGATE VALVEstonejointrestraintsstonevalve restrainedto main48" min.6" stonelocation marker-5- APR 09valve boxadaptorvalve boxadaptorvalve boxadaptor6"exterior of all sections tohave waterproof coating3/4" x 2" butyljoint sealant24" min. in undeveloped areassquare skid pad 6"thick aroundmanhole frame indeveloped areasfinishedgradefinishedgrade3/4" concrete anchorbolts (4 each)STANDARD MANHOLEadjustment rings(11" max.)steel reinforcedpolypropylene steps24" min.clear opening6. There shall be a 0.20 foot drop in elevation through the manhole.3/4 dia.6" stone1'-6"35" max.12" or 16" (typ.)6" stone4'-0"variable3'-0" min.4'-0" max.8"1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation.2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing.3. Final slope adjustment of manhole frame shall be by shims and non-shrink grout.4. Skid pad to be placed around manholes located in shoulders of roads.5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be 4" in height.NOTES :5"pipe to manholeconnection to beby flexible sleevetop of bench to besame elevation as topof pipe1" nominal size butyljoint sealant to beapplied on lowerledge of jointtop of manhole at grade in pavement areasunless otherwise directed (top shall be set 24"min. above grade in undeveloped areas)invert channel to provide asmooth transition in to out,for all connectionsprecast invert orgrout bottom toform channeljoint gasket shall beeither o-ring or profileconcrete ASTMC-1504000 psi2'-0" max.-15- FEB 0903/29/2024 WWWWWWWWWWWWWWWWWWWWWWWARVWWWWWWWWWWWWWWWWWWWARVARVARV25' ROADBUFFER25' ROADBUFFERWSNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWSECTIO N A A - 1 SECTIO N A A - 2 SECTIO N A A - 1 SECTIO N A A - 2 SECTIO N A A - 1 SECTIO N A A - 2 X X X X X X X X X XXXX SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSX XX XXXXXXXXXXXXXXXXXXXXXXXXXXXCASTAWAY PLACEKEYSTONE LANEVERMILLION LANEWEBSTER COURTWEBSTER COURTWAGTAIL LANEWAGTAIL LANEGRANITE RIDGE DRIVEDEAD END STRIPING(SEE DETAIL)DEAD END STRIPING(SEE DETAIL)DEAD END STRIPING(SEE DETAIL)PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'C'DEAD ENDSTRIPING(SEE DETAIL)TURN AROUND STRIPING(SEE DETAIL)MILBURN ROAD PROP. HYDRANTW/ SIGN TYPE 'D'PROP. HYDRANTW/ SIGN TYPE 'D'PROP. PAINTEDCURB (TYP)HEIRLOOM WAYMAGPIE LANEMAGPIE LANESIGN TYPE "A"PROP. HYDRANTW/ SIGN TYPE 'D'DEAD END STRIPING(SEE DETAIL)PROP. HYDRANTW/ SIGN TYPE 'D'DEAD END STRIPING(SEE DETAIL)PROP. HYDRANTW/ SIGN TYPE 'D'PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'C'PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'D'DEAD END STRIPING(SEE DETAIL)PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'D'KEYSTONE LANELAWFORD WAYPROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'A'PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'A'PROP. HYDRANTW/ BOLLARDS & SIGN TYPE 'C'PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'D'SIGN TYPE 'D'SIGN TYPE 'D'SIGN TYPE 'D'SIGN TYPE 'C'SIGN TYPE 'A'SIGN TYPE 'C'OUTSIDE LANE AUTOMATIC GATEFOR RESIDENTS (NO KEYPAD)INSIDE LANE KEY PAD FORGUESTS (STOP AT GUARD SHACK)AUTOMATIC GATE FOR EXITU-TURN AREA10' X 10'GUARDSHACKSIGN TYPE 'A'PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'D'SIGN TYPE 'A'SIGN TYPE 'A'SIGN TYPE 'C'SIGN TYPE 'A'SIGN TYPE 'D'SIGN TYPE 'C'SIGN TYPE 'D'SIGN TYPE 'C'SIGN TYPE 'A'SIGN TYPE 'C'SIGN TYPE 'A'SIGN TYPE 'D'TYPE B CLASS I,YELLOW PAVEMENTMARKING, 12" WIDEAT 5' SPACING.TYPE B, CLASS IYELLOW PAVEMENTMARKING, 6" WIDTH,LENGTH AS SHOWN ONPLAN (SOLID)TYPE B CLASS I, YELLOW PAVEMENTMARKING, 12" WIDE AT 5' SPACING.TYPE B, CLASS I YELLOW PAVEMENTMARKING, 6" WIDTH, LENGTH ASSHOWN ON PLAN (SOLID)DEAD END STRIPINGDETAILTURN AROUND STRIPINGDETAILCURB STENCILDETAIL - NTSFIRE LANE NO PARKINGBLACK TRAFFIC GRADE PAINTED FIRELANE STENCILING, MINIMUM LETTERHEIGHT 3 INCHES WITH A MINIMUM 12"STROKE, SPACED EVERY 25 FEETFACE OF CURB AND GUTTER/TOP OF ROLLED CURB OR6" EDGE OF PAVEMENT STRIPE151 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 & MARTINSBURG, WV1" 60'75LIFE SAFETY PLAN STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1 THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLYNOTES:1.FIRE APPARATUS ACCESS ROAD GATES SHALL COMPLY WITH D103.5 OF THE FREDERICKCOUNTY FIRE PREVENTION CODE APPENDIX D FIRE APPARATUS ACCESS ROADS2.BOLLARDS SHALL COMPLY WITH FREDERICK WATER BOLLARD DETAIL. SEE SHEET 74.3.ALL LOCKING DEVICE SPECIFICATIONS SHALL BE SUBMITTED FOR APPROVAL BY THEFIRE CODE OFFICIAL4.ALL SECURITY GATES SHALL OPEN THE FULL WIDTH OF FIRE DEPARTMENT ACCESS ANDLOCKING DEVICES ON MANUAL GATES SHALL BE OF THE KNOX TYPE (FREDERICKCOUNTY, VA KEYED).03/29/2024 76PROFFER COMPLIANCE SHEET STEPHENSON VILLAGE II SECTION AA-1N/ASTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ2760B 79151 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 & MARTINSBURG, WVRev. No.Date03/29/2024 SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWPROP. RESIDENTONLY SIGNPROP. GUESTLANE SIGN10' x 10' GUARDSHACKAUTOMATIC GATEFOR EXITU-TURN AREAOUTSIDE LANE AUTOMATIC GATEFOR RESIDENTS (NO KEYPAD)INSIDE LANE KEY PAD FORGUESTS (STOP AT GUARD SHACK)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 & MARTINSBURG, WV1 30'77SIGNAGE AND STRIPING PLANRev. No.Date0303/14/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 792760BSTEPHENSON VILLAGE II SECTION AA-1603001530SCALE: 1 30'SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot rolled. carbon sheet steel, structural steelquality, conforming to the requirements of ASTM A1011, grade 50 except the yield strength after cool forming shall be 60,000 psi minimum.The steel gauge shall be 14 gauge for the 2 inch by 2 inch post and 10 gauge for the 2 1/2 inch by 2 1/2 inch posts. Posts (inside andoutside) shall be galvanized in accordance with the requirements of ASTM A653. Coating Designation G-90. Post shall use an in groundanchor system that provides a stable installation and allows easy replacement of the sign post into the anchor system after vehicular impact.Post shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs,Luminaries, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy of the FHWA's acceptance letterindicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7/16 inch (+/- 1/64 inch)openings or knockouts spaced 1 inch on centers on all four sides. Post shall be installed in accordance with the manufacturer'srecommendations.1. ALL PROPOSED SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERETO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS.2. ALL SIGNS SHALL BE CONSTRUCTED FROM ENCAPSULATED LENS SHEETING.3. PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE #1.4. FOR COLOR COMBINATIONS AND/OR LETTERING SIZE, REFER TO THE VIRGINIA SUPPLEMENT TO THE MUTCO.5. ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE COMPLETELY ERADICATED.6. LIMITS SHOWN OF PROPOSED MARKINGS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO INSURE THAT PROPOSED PAVEMENT MARKINGS CONTINUE UNTIL EXISTING PAVEMENT MARKINGS CAN BE MATCHED.7. THERMO-PLASTIC MARKINGS SHALL BE USED.SIGNING AND PAVEMENT MARKING NOTESPAVEMENT MARKING LEGENDCHANNELIZING LANE LINES (SOLID) - WHITE, TYPE B, CLASS IMARKINGS, 6" WIDE, LENGTH AS SHOWN ON PLANEXTENDED LANE LINES (DOTTED) - WHITE, TYPE B, CLASS IMARKINGS, 6" WIDE x 2' LONG, SPACED 6'. (OPTIONAL) 8" WIDTH TO BE USED FOR EMPHASIS AT ROUNDABOUT.(OPTIONAL)STOP BAR (SOLID) - WHITE, TYPE B, CLASS I MARKINGS, 24"WIDECROSSWALK LINES - WHITE, TYPE B, CLASS I MARKINGS, 12"WIDE x 6' LONG, SPACED 18". SOLID WHITE TRANSVERSE LINESPLACED PARALLEL TO ONCOMING TRAFFIC.TYPE B, CLASS I PAINTED YELLOW DOUBLE LINE PAVEMENTMARKING, 4" WIDTH, SEPARATED BY A 4" SPACE, LENGTH ASSHOWN ON PLANEDGE LANE LINES (SOLID) - YELLOW, TYPE B, CLASS IMARKINGS, 4" WIDE LENGTH AS SHOWN ON PLAN. (OPTIONAL)TYPE B YELLOW PAVEMENT MARKING, 24" WIDTH, LENGTH ASSHOWN, HASHES SPACED 12' ON CENTER AT 45° ANGLE.TYPE B, CLASS I WHITE PAVEMENT MARKING, ELONGATED TURNLANE ARROW.TYPE B, CLASS I WHITE PAVEMENT MARKING, ELONGATED TURNLANE ARROW.TYPE B, CLASS I WHITE PAVEMENT MARKING, ELONGATED TURNLANE ARROW.ABCDEFGNOTE:1.THE DESIGN OF THE CURRENT TWO LANES AND FUTURE FOUR LANES OF SNOWDEN BRIDGEBOULEVARD ARE SHOWN PER THE DESIGN PLANS SUBMITTED UNDER SEPARATE SUBMISSIONCURRENTLY UNDER REVIEW BY VDOT.03/29/2024 SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWX X X X X SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTREET LIGHTSTREETLIGHTSTREETLIGHTWAGTAI L LANE44' ROWWAGTAIL LANE52' ROWKEYSTONE LANE52' ROWKEYSTONE LANE44' ROWCASTAWAY PLACE40' ROWMAGPIE LANE47' ROWHEIRLOOM WAY44' ROWGRANITE RIDGE DRIVE85' ROWGRANITE RIDGE DRIVE54' ROWVERMILLION LANE36' ROWSTREETLIGHTSTREETLIGHTSTREETLIGHTSTREET LIGHT0.00.10.10.10.10.10.20.20.30.30.20.10.20.30.50.50.50.50.30.10.10.20.40.60.80.80.70.70.50.20.40.60.71.01.30.20.40.60.80.40.10.10.10.10.30.40.40.30.10.10.00.30.50.60.60.50.30.20.10.00.80.80.60.30.10.00.01.00.80.40.20.10.01.30.70.50.30.10.11.00.70.60.30.10.10.70.60.50.20.10.10.40.40.30.10.10.00.20.20.20.20.10.10.20.40.40.30.20.10.10.00.00.10.20.50.60.60.60.50.30.10.10.10.30.60.70.80.80.80.50.30.20.10.31.51.50.90.70.51.10.70.60.70.50.30.50.40.20.10.80.70.50.00.10.10.10.10.10.20.20.30.30.20.10.20.30.50.50.50.50.30.10.10.20.40.60.80.80.70.70.50.20.40.60.71.01.30.20.40.60.80.40.10.10.20.50.10.30.60.10.30.60.71.11.91.50.10.20.40.60.81.01.00.80.10.10.20.40.70.70.70.60.50.00.00.10.10.20.30.40.00.00.00.00.10.00.10.10.20.50.10.30.60.10.30.60.71.11.91.50.20.40.60.81.01.00.80.10.20.40.70.70.70.60.50.10.20.30.40.00.10.10.20.20.40.70.60.40.30.10.20.50.70.81.41.81.20.80.60.30.10.20.40.60.70.80.90.80.70.60.30.10.20.40.50.70.70.60.50.40.10.10.20.20.30.30.30.30.00.10.10.10.10.10.00.00.00.00.00.0STREETLIGHT0.20.20.10.10.20.40.40.30.20.10.10.00.00.10.20.50.60.60.60.50.30.10.10.10.30.60.70.80.80.80.50.30.20.10.31.51.50.90.70.51.10.70.60.70.50.30.50.40.20.1151 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 & MARTINSBURG, WV1 50'PHOTOMETRIC PLANRev. No.Date0303/14/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 2760BSTEPHENSON VILLAGE II SECTION AA-1SCALE: 1 50'50250501007879TYPICAL PHOTOMETRIC PATTERNMATCH LINE-SHEET 79PROPOSED STREETLIGHTNOTES:1.ALL LIGHTING SHALL CONFORM TO SECTION §165-201.07 OF THEZONING ORDINANCE.2.ALL LIGHTS SHALL BE MOUNTED NO HIGHER THAN THE MAXIMUMHEIGHT OF 25' AS MEASURED TO GROUND PER FREDERICKCOUNTY ZONING ORDINANCE §165-201.07.3.PARKING LOT FIXTURES AND LIGHT FIXTURES ON BUILDINGSSHALL BE FULL-CUTOFF FIXTURES.4.CONTRACTOR TO CONFIRM WITH DEVELOPER ALL OPTIONS PRIORTO ORDERING FIXTURES5.CONCRETE LIGHT POLE BASE DESIGN BY STRUCTURAL ENGINEERLuminaire ScheduleSymbolQtyLabel11E350LED-16L45T4-MDL10-FLCalculation SummaryLabelUnitsAvgMaxMinILLUMINANCE TYPICAL OF EACH INTERSECTIONFc0.322.10.014' POLE 16.5' LED SOURCE03/29/2024 KEYSTONE LANE44' ROWMAGPIE LANE47' ROWHEIRLOOM WAY44' ROWLAWFORD WAY 52' ROWWEBSTER COURT52' ROWWEBSTER COURT52' ROWMAGPIE LANE47' ROWVERMILLION LANE36' ROWHEIRLOOM WAY44' ROWSTREETLIGHTSTREETLIGHTSTREETLIGHTSTREETLIGHTSTREETLIGHTSTREETLIGHT0.00.10.00.00.10.10.30.50.00.00.10.30.50.60.10.20.50.80.90.90.10.30.60.91.41.50.40.60.91.70.40.60.80.00.00.10.10.00.00.40.30.20.10.10.50.60.60.60.50.30.10.10.80.90.90.80.50.20.11.50.80.60.00.00.10.10.00.00.40.30.20.10.10.50.60.60.60.50.30.10.10.80.90.90.80.50.20.11.50.80.60.00.00.10.10.00.00.40.30.20.10.10.50.60.60.60.50.30.10.10.80.90.90.80.50.20.11.50.80.60.10.10.20.50.10.30.60.10.30.60.71.11.91.50.20.40.60.81.01.00.80.10.20.40.70.70.70.60.50.10.20.30.40.00.10.10.20.20.40.70.60.40.30.10.20.50.70.81.41.81.20.80.60.20.40.60.70.80.90.10.20.40.50.10.1151 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 & MARTINSBURG, WV1 50'PHOTOMETRIC PLANRev. No.Date0303/14/2024STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA12/11/2023TTC/ZJ 2760BSTEPHENSON VILLAGE II SECTION AA-179 79SCALE: 1 50'5025050100MATCH LINE-SHEET 78PROPOSED STREETLIGHTNOTES:1.ALL LIGHTING SHALL CONFORM TO SECTION §165-201.07 OF THEZONING ORDINANCE.2.ALL LIGHTS SHALL BE MOUNTED NO HIGHER THAN THE MAXIMUMHEIGHT OF 25' AS MEASURED TO GROUND PER FREDERICKCOUNTY ZONING ORDINANCE §165-201.07.3.PARKING LOT FIXTURES AND LIGHT FIXTURES ON BUILDINGSSHALL BE FULL-CUTOFF FIXTURES.4.CONTRACTOR TO CONFIRM WITH DEVELOPER ALL OPTIONS PRIORTO ORDERING FIXTURES5.CONCRETE LIGHT POLE BASE DESIGN BY STRUCTURAL ENGINEER03/29/2024