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05-22 Design Plan12/05/2023 20' MIN20' BRL10'BRL10'BRLSTREET20' MIN20' BRLMIN LOTAREA1,600 SFGARAGESTREETTREE (TYP.)STREETTREE (TYP.)STREET38' MIN15' BRL20' BRL10' BRL 5' BRLGARAGE MIN. LOT AREA3,750 S.F.STREET 20' MINXSTREETTREE (TYP.)3PROJECT INFORMATION AND TABULATIONS STEPHENSON VILLAGE II SECTION 23N/ASTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ2760B22-0563151 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.DateMODIFIED SINGLE FAMILY SMALL LOT(TYPE 5)MINIMUM LOT SIZE PROVIDED= 5,610 SFTOWNHOUSES(TYPE 6)MINIMUM LOT SIZE PROVIDED= 1,800 SFAVERAGE (4 UNIT) LOT SIZE PROVIDED= 2,196 SF12/05/2023 XSSSSXXXXXXXXXXXXXXXX X X X X X X XXXXXXXXXXXXXXXXXSS XX X XX XXXXX SSSSSSSSSSSS S S S SSSSSSSSSSSSSS S S S SSSSSSSSSSSS S S S S S S S S SS SSSSSSS S S SSSSSSSS S S S SSSSSSECTION 13SECTION 14SECTION 2SECTION 3SNOWDEN BRIDGE BOULEVARDPARKLAND DRIVE MOSAIC COURTSEESAW COURTPATRIOT STREETBAILY WAYDEWEY WAYCROFTON COURT SANTE FE CT.CENTENN I A L D R I V E SAWTOOTH DRIVELATTICE D R I V ENOTIONS COURT151 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" = 80'4EXISTING TOPOGRAPHYRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23SURVEY AND TOPOGRAPHIC INFORMATION2. Aerial, horizontal and vertical control surveys wereDated:3. Aerial topographic mapping performed by:1. Boundary survey was performed by:performed by:DateDated:Greenway EngineeringDecember 22, 20212022Greenway EngineeringGreenway EngineeringJanuary 20221608004080SCALE: 1" = 80'12/05/2023 12 0 . 0 '120.0'61.0'61.0'60.0'66.2'61.0'120.0'61.0'120.0'120.0'61.0'61.0'48.9'118.0'84.7'94.2' 34 . 2 ' 103.4'74.1'78.8'40.1'61.0'122.0'60.9'83.6'65.0'61.0'110.0'61.0'61.0'61.0'61.0'61.0'110.0'61.2'61.0'110.0'114.5'48.1 '73.30'44.4'93.7'61.0'120. 0 '61.0'120. 0 '61.0'61.0'61.0'61.3'120.0'59.0'72.3'58.6'104.4'43.6'94.4' 52.0'51.0'110.0'120.0'120.0'60.9'59.1'120.0'120.0'51.0'51.0'51.0'58.4'47.7'68.6'120.0'120.0'47.7'68.5'120.0'68.5'47.7'68.5'47.7'68.5'47.7'1 2 0 . 0 ' 1 2 0 . 0 '123.7 '82.3'90.0'90.0'15.5'20.0' 20.0' 20.0' 20.0' 31.0'90.0'90.0'20.0' 20.0' 31.0' 20.0' 20.0' 31.0' 20.0' 20.0'90.0'90.0'90.0'90.0'90.0'90.0'35.0'24.0'24.0'35.0'90.0'90.0'90.3'90.2'31.0'20.0'20.0' 20.0'20.0'31.0'90.6'90.5'20.0'31.0' 31.0'20.0'90.0'90.0'89.6'90.0'90.0'31.0'20.0'20.0' 20.0' 20.0' 31.0'90.0'90.0'20.0'20.0' 31.0' 20.0' 20.0'31.0' 20.0'20.0'90.0'90.0'90.0'1 7 . 9 '90.0'90.0'90.0'90.0'31.0'20.0'20.0' 20.0'20.0' 31.0'90.0'90.0'20.0' 31.0' 31.0' 20.0'109.3'91.44'1 2 0 . 1 ' 5' B R L 5' B R L 120 . 0 ' 5' B R L 52.0'57.3'90.0'93.4'91.8'31.0' 20.0' 20.0' 20.0' 20.0' 31.0'94.8'94.5'20.0' 20.0' 31.0' 20.0' 20.0' 31.2' 20.0' 20.0'90.0'93.0'94.2'90.7'20.0' 20.0'112.3'61.0'120. 0 '61.0'100.9'90.0'35.0' 24.0' 24.0' 24.0' 24.0' 24.0' 35.0'90.1'90.0'90.0'90.5'92.1'94.9'35.0' 35.0'24.0'24.0'35.0' 24.0' 24.0' 24.0' 24.1' 24.2' 35.5' 90.0' 93.5'35.0'24.0'24.0'24.0'35.0'94.2' 94.5'35.0'35.0'24.0'24.0'92.7'24.0'90.0'90.0'85.0'90.0'35.0' 24.0' 24.0' 24.0' 35.0'90.0'90.0'35.0' 24.0'90.0'24.0'90.0'24.0' 22.0'14.224.0' 24.0'END STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKSSECTION 22SECTION 23SECTION 22SECTION 23EX FREDERICKWATER ESMT2279237123752364230623052301232223172376238123802379237823772363236023612362236823672313231423152316230223032304231223742373237223362335232123242325232723262329232823302334233323322331237023692307230823092310231123182319232023372338233923412340235 0 234 9 234 8 2347234623452344234223232353235423552356235723852382238323842343OPEN SPACEOPEN SPACEOPEN SPACEFUNNELROD DRIVE52' ROWALABASTER LANE52' ROWSPPHIRE STREET52' ROWHEYFORD DRIVE 52' ROW 413.4'63.3'52.0'110.0'183.0'66.2'68.5'68.5'68.5'68.5'12 0 . 0 '170.0'120 . 0 '244.3'72.3'104.4'40.4'N 76°49'53" W233.4'N 13°20'18" E 133.7' N 13°08'45" E 62.7' N 13°10'07" E 143.5'N 78°09'06" W724.8'S 06°45'13" W822.3'S 48°20'14" W484.2'S 82°50'47" E180.9'N 67°02'46" E251.6'S 49°32'49" E921.8'N 4 6 ° 0 4 ' 0 4 " E 10 0 . 2 '85.9'N 13°10'07" E 344.3'78.8'90.0'11.1'162.9'91.7'52.0'57.3'12 0 . 0 '123.2'90.0'162.0'90.0'90.0'142.0' 118.0'90.0'44.3'43.8'42.3'62.3'40.0'90.0'122.0' 162.0' 162.0'82.3'34.7'30.0'123.0'30.0'38.4'85.0'166.0'90.0'90.0'90.0'5.00' 83.6'90.0'190. 0 '100.9'194.5'100.4'75.0'N 76°49'53" W52.0'N 48°11'02" W19.9'N 76°49'53" W31.0' N 76°39'42" W110.6'C1C2C3C4C547.7 '135.1'4 1 . 1 '51.0 ' SNOWDEN BRIDGE BOULEVARDSPPHIRE STREET52' ROWOPEN SPACEHEYFORD DRIVE 52' ROW HOURGLASS LANE52' ROWGALAXY PLACE (PRIVATE) GALAXY PLACE (PRIVATE)EDELWEISS WAY(PRIVATE)ORIGAMI WAY(PRIVATE)BAMBOO S H O O T L A N E (PRIVATE) BAMBOO S H O O T L A N E (PRIVATE)OPEN SPACE235 1 235 2 235823592365236652.0'68.5'1.9'1.5'11.0'N 76°49'53" W15.0'N 13°10'07" E61.0'N 14°51'03" E52.1'20.6'25.9'BOUNDARY CURVE DATACURVERADIUSARC LENGTHCHORD LENGTHCHORD BEARINGDELTA ANGLETANGENTDEGREE OF CURVEC128.00'43.98'39.60'N 31°49'53" W90°00'00"28.00'204°37'40"C2945.00'542.62'535.19'N 29°37'05" E32°53'57"279.02'6°03'47"C325.00'38.60'34.88'N 57°24'14" E88°28'15"24.34'229°10'59"C425.00'40.13'35.96'N 32°49'11" W91°58'35"25.88'229°10'59"C520.00'10.00'9.90'N 62°30'27" W28°38'52"5.11'286°28'44"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" = 80'5BOUNDARY INFORMATIONRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 231608004080SCALE: 1" = 80'12/05/2023 SECTION 22SECTION 23SECTION 22SECTION 23S 74°31'15" W19.9233'N 76°49'53" W 233.4110'N 13°10'07" E183.7148'N 76°49'53" W 52.0000'S 13°10'07" W226.6383'S 31°28'49" W76.4051'N 5 0 ° 4 8 ' 0 4 " W 12 3 . 2 5 1 9 'N 04°27'58" E145.1227'N 82°45'14" E82.9836'N 89°49'06" E139.7884'N 14°51'03" E52.0932'S 89°49'06" W139.7884'S 82°45'14" W61.8381'S 04°27'58" W279.7591'S 5 0 ° 4 8 ' 0 4 " E 12 3 . 2 5 1 9 ' S 54°07'17" E245.8346'N 54°07'17" W138.0475'N 31°28'49" E84.2508'S 71°41'19" E 100.4032' S 76°49'53" E 100.4003'S 76°49'53" E 194.4972'C19N 21°06'44" E108.5500'N 76°49'53" W 525.7856'N 13°10'07" E226.6383'S 31°28'49" W131.4786'N 5 0 ° 4 8 ' 0 4 " W 12 3 . 2 5 1 9 'N 04°27'58" E277.7591'N 82°45'14" E124.4953'N 89°49'06" E139.7884'S 54°07'17" E185.2753'N 54°07'17" W60.5593'S 20°33'26" W205.7207'N 21°35'51" E332.3178'S 68°24'09 " E 60.0000' N 68°24'0 9 " W 60.0000' S 69°26'34" E110.08'N 76°49'53" W44.8932'N 48°11'02" W19.9233'N 85°32'02" W52.0000'N 04°27'58" E30.4677'C1C26C2C3C4C25C24C5C12C13C14C11C10C15N 76°49'53" W44.2704'C16C9C8C17N 54°07'17" W5.4858'C7C6C18C23C20C21C22S 64°56'32" E65.0959'CC4CC3CC1CC2CC5CC6CC7SECTION 22 SECTION 23 OPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACE237123752364 230623052301232223172374 2379 2378 2377 2376 2375 2363 2360 2361 2362 23682367231323142315231623022303230423122374237323722336 2335 232123242325232723262329232823302334233323322331 23702369230723082309231023112318231923202337 2338 2339 2341 2340 2350234923482347 2346 2345 2344 2342 2323 2353 2354 235 5 235 6 2357 2383 2380 2381 2382 2343OPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACEFUNNELROD DRIVE52' ROWALABASTER LANE52' ROWSPPHIRE STREET52' ROWHEYFORD DRIVE52' ROWSPPHIRE STREET52' ROW HEYFORD DRIVE52' ROWHOURGLASS LANE52' ROWGALAXY PLACE(PRIVATE)GALAXY PLACE(PRIVATE)EDELWEISS WAY(PRIVATE)ORIGAMI WAY(PRIVATE)BAMBOO SHOOT LANE(PRIVATE)PRIVATEPARKING235123522358 235 9 2365 2366 SECTION 22 SECTION 23 OPEN SPACEOPEN SPACEPUBLIC ROADS CENTERLINE CURVE DATARIGHT-OF-WAY CURVE DATACURVERADIUSARC LENGTHCHORD LENGTHCHORD BEARINGDELTA ANGLETANGENTDEGREE OF CURVECC1500.00'8.08'8.08'N 13°37'53" E°55'32"4.04'11°27'33"CC2500.00'151.72'151.14'N 22°47'14" E17°23'10"76.45'11°27'33"CC3500.00'94.43'94.29'S 59°31'54" E10°49'15"47.36'11°27'33"CC4500.00'28.97'28.97'S 52°27'40" E3°19'13"14.49'11°27'33"CC5250.00'241.15'231.91'S 23°10'03" E55°16'02"130.88'22°55'06"CC6350.00'43.15'43.13'N 86°17'10" E7°03'51"21.60'16°22'13"CC7400.00'81.02'80.88'N 84°22'45" W11°36'19"40.65'14°19'26"CURVERADIUSARC LENGTHCHORD LENGTHCHORD BEARINGDELTA ANGLETANGENTDEGREE OF CURVEC130.00'47.12'42.43'S 58°10'07" W90°00'00"30.00'190°59'09"C220.00'10.00'9.90'N 62°30'27" W28°38'52"5.11'286°28'44"C320.00'10.00'9.90'S 88°50'41" W28°38'52"5.11'286°28'44"C425.00'39.27'35.36'N 31°49'53" W90°00'00"25.00'229°10'59"C5474.00'151.49'150.85'S 22°19'28" W18°18'42"76.40'12°05'16"C625.00'41.19'36.69'S 78°40'46" W94°23'54"27.00'229°10'59"C7474.00'27.47'27.46'N 52°27'40" W3°19'13"13.74'12°05'16"C8224.00'216.07'207.79'N 23°10'03" W55°16'02"117.27'25°34'43"C925.00'34.16'31.56'N 43°36'36" E78°17'17"20.35'229°10'59"C10324.00'39.95'39.92'N 86°17'10" E7°03'51"20.00'17°41'02"C11374.00'74.24'74.12'S 84°29'41" E11°22'26"37.24'15°19'11"C1225.00'40.13'35.96'S 32°49'11" E91°58'35"25.88'229°10'59"C1325.00'38.60'34.88'S 57°24'14" W88°28'15"24.34'229°10'59"C14426.00'87.89'87.73'N 84°16'17" W11°49'16"44.10'13°26'59"C15376.00'46.36'46.33'S 86°17'10" W7°03'51"23.21'15°14'18"C1625.00'44.38'38.78'N 46°23'24" W101°42'43"30.71'229°10'59"C17276.00'266.23'256.03'S 23°10'03" E55°16'02"144.50'20°45'34"C18526.00'30.48'30.48'S 52°27'40" E3°19'13"15.25'10°53'34"C19526.00'118.99'118.73'S 60°36'06" E12°57'39"59.75'10°53'34"C2028.50'43.59'39.47'S 23°15'45" E87°38'22"27.35'201°02'16"C2128.50'45.64'40.92'S 67°28'43" W91°45'45"29.39'201°02'16"C22474.00'103.57'103.36'N 60°22'51" W12°31'07"51.99'12°05'16"C2325.00'37.35'33.97'N 11°19'14" W85°36'06"23.15'229°10'59"C24526.00'111.60'111.40'N 25°24'07" E12°09'24"56.01'10°53'34"C2525.00'36.58'33.41'N 61°14'46" E83°50'42"22.45'229°10'59"C2628.00'43.98'39.60'S 31°49'53" E90°00'00"28.00'204°37'40"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" = 50'6RIGHT-OF-WAYRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23LEGENDPUBLIC R/WPRIVATE R/WSCALE: 1" = 50'502505010012/05/2023 X X XSSSSX X X X X X X X XXXXXXXXXSSSSXXXXSSSS S SSXX X XX XX XXX SSSSSSSSSSSS S S SSSSSSSSSSSSS S S S SSSSSSSSSS S S S S S S S S S S S SSS S SSS S SSSSSSS S S S S S SSSSLCGB/MDDTSB/MTSOPOPB/MTSDDLCGLCGLCGLCGLCGLCGLCGLCGDDDDDDOPOPIPIPIPIP^^^^^^^^^^ ^^^^^^^^^^^^^^^^^^^^^^^^^AREA TO SB #1DA=9.81 A.C.AREA TO SB #2DA=4.69 A.C.AREA TO ST #2DA=2.42 A.C.AREA TO ST #1DA=1.70 A.C.GRID MERIDIANVA NORTH ZONE NAD83RUNOFF REDUCTIONCOMPLIANCE FOREST/OPEN SPACE (SEE NOTE 2)EX. INLETPROTECTIONRUNOFF REDUCTIONCOMPLIANCE FOREST/OPEN SPACE (SEE NOTE 2)EX. CONSTRUCTION ENTRANCESTAGING AREAMATERIALBURROW AREAAREA TO SB #3DA=4.53 A.C.DO NOTDISTURBUNTIL E&SCONTROLSARE IN PLACESB#2SB#1SAFSAFSAFSAFSAFSSFSSFSSFSSFSSFSSFSSFSAFSAFSB#3CDCFSSSFDDCDCD6375INVDD^ ^ ^^^^^^^^^^^^^^^^^SAFSSFCFSOPCL A1 OUTLET PROTECTION NO RIP-RAPALLOWED TO IMPACT STREAM OR FLOODPLAIN. DO NOT GO BEYOND TOP OF BANK.VERIFY STREAM LOCATION WITHWETLAND CONSULTANTDO NOTDISTURBUNTIL E&SCONTROLSARE IN PLACEDO NOTDISTURBUNTIL E&SCONTROLSARE IN PLACE^^^^^^^^^^^^^^EX. INLETPROTECTIONWOOD TURTLE BUFFERNO DISTURBANCEWITHIN 900' OF HIATT RUN(APRIL 1 THRU SEPT. 30)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" = 100'7OVERALL E&S PHASE I (INITIAL CLEARING)Rev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23 CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHEDAND TACKED WITHIN 14 DAYS AFTER START OF GRADING, ORSODDED AND PEGGED WITHIN 14 DAYS AFTER STARTTEMPORARY GRAVELCONSTRUCTION ENTRANCETEMPORARY SEDIMENT BASINSUPER SILT FENCETEMPORARY SEDIMENT TRAPTEMPORARY DIVERSION DIKECULVERT INLET PROTECTIONROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTIONEROSION/SEDIMENT CONTROL LEGEND3.143.133.093.083.203.053.183.02OPSTDDCIPSSFSFCECDSBSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDINGIPSTORM DRAININLET PROTECTION3.073.36B/MSOIL STABILIZATIONBLANKETS & MATTINGLCGDO NOT DISTURB DURING INITIALLIMITS OF CLEARING & GRADINGCOMPOST FILTER SOCK(SEE FILTREX DETAIL)CFS^^^^^^^CARRYING 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 SCALE: 1" = 100'1000100200NOTES:1.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS,RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.), PLEASE SEECURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLEDFILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED INACCORDANCE WITH THE GEOTECHNICAL REPORT ANDCOORDINATED WITH THE DEVELOPER'S GEOTECHNICAL ENGINEER.2.“THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACEAREA IS NOT TO BE DISTURBED DURING CONSTRUCTION ANDSHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSION ANDSEDIMENT CONTROL MEASURES.”3.PERIMETER CONTROLS ARE TO BE COMPLETELY INSTALLED PRIORTO STARTING CONSTRUCTION OF SEDMIENT TRAPS AND SEDIMENTBASINS4.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA ISGRADED12/05/2023 XXXSSSSSSSSSXXXXXX X XX XXX X XXX X XX XXX X XS S S SS S S S SSSSSSSSSSSSSS S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS DRY STORAGEWET STORAGEDESIGN HIGH WATER(25YR STORM) = 617.72'AREA TO SB #1DA=9.81 A.C.AREA TO ST #1DA=1.70 A.C.SB#1BAFFLELCGB/MDDEX. CONSTRUCTIONENTRANCEB/MTSOPOPLCGLCGLCGLCGLCGEX. INLETPROTECTIONIPIPGRID ME R I D I A N VA NORT H Z O N E N A D 8 3RUNOFF REDUCTIONCOMPLIANCE FOREST/OPEN SPACE (SEE NOTE 2)OPIPDDDDSAFSSFSAFSSFSAFSSFLCGLCGSSF622623624623614 616 618 620 620 614 612620621622622620621618619618619620621622 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" = 50'8E&S PHASE IRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23 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,RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.), PLEASE SEECURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLEDFILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACEDIN ACCORDANCE WITH THE GEOTECHNICAL REPORT ANDCOORDINATED WITH THE DEVELOPER'S GEOTECHNICALENGINEER.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.PERIMETER CONTROLS ARE TO BE COMPLETELY INSTALLEDPRIOR TO STARTING CONSTRUCTION OF SEDMIENT TRAPS ANDSEDIMENT BASINS4.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA ISGRADEDSLOPE STABILITY ANALYSISSHALL BE REQUIRED FORROAD FILL EMBANKMENTSGREATER THAN 10' PERVDOT REQUIREMENTS.MATCH LINE SHEET 9FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY SCALE: 1" = 50'5025050100TEMPORARY 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 SLOPE - CRITICAL SLOPE TO BE SEEDED,MULCHED AND TACKED WITHIN 14 DAYS AFTER STARTOF GRADING, OR SODDED AND PEGGED WITHIN 14DAYS AFTER START12/05/2023 XXXXXXXXXXXSB#2DRY STORAGEWET STORAGEDESIGN HIGH WATER(25YR STORM) = 619.86'AREA TO SB #2DA=4.69 A.C.AREA TO ST #2DA=2.42 A.C.B/MTSOPGRID ME R I D I A N VA NORT H Z O N E N A D 8 3B/MTSDDLCGLCGLCGLCGLCGLCGBAFFLELCGRUNOFF REDUCTIONCOMPLIANCE FOREST/OPEN SPACE (SEE NOTE 2)EX. INLETPROTECTIONIPIPIPEXISTINGSTRUCTURE(TO REMAIN)EXIST. STRUCTURESTO BE REMOVED INPHASE IDDSAFSSFSAFSSFSAFSSFSAFSSFSAFSSFSAFOP615 620 623 623 616620 622623624624623620625 6 2 6620622626624CL A1 RIPRAP610600590614610612614616612610614618616614612616618100101102103104105106107105A5706375INV1416SS1416SSCDCDCDAREA TO SB#3DA=4.53 AC.CFSCFSDDDD616SSFOPBAFFLEKEEP STUBBLOCKED UNTILEXTENDEDWET STORAGEDRY STORAGEDESIGN HIGH WATER(25YR STORM) = 614.38'151 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" = 50'9E&S PHASE IRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23CARRYING 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.MATCH LINE SHEET 8FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY SCALE: 1" = 50'5025050100NOTE:1.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS,RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.), PLEASE SEE CURRENTGEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILL REQUIREMENTS.ALL CONTROLLED FILLS SHALL BE PLACED IN ACCORDANCE WITH THEGEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'SGEOTECHNICAL ENGINEER.2.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA IS NOTTO BE DISTURBED DURING CONSTRUCTION AND SHOULD BE FENCED OFFWHEN INSTALLING INITIAL EROSION AND SEDIMENT CONTROL MEASURES.3.PERIMETER CONTROLS ARE TO BE COMPLETELY INSTALLED PRIOR TOSTARTING CONSTRUCTION OF SEDMIENT TRAPS AND SEDIMENT BASINS4.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA IS GRADED12/05/2023 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, WVNA10BASIN 2 DETAILSRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23 100 YR Routing25 YR Routing2 YR Routing12/05/2023 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, WVNA11BASIN 3 DETAILSRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23 100 YR Routing25 YR Routing2 YR Routing12/05/2023 116C116D109A113A109D109E17317211+00 12+00 13+00 14+00 15+00 11+0012+0013+0014+0015+0015+25.796+67.68 11+0012+000+000+501+001+16PTPT8+00SIGHTDISTANCEESM'TEND STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKSSECTION 22SECTION 23112+00 112+50 113+00 113+50 114+00 114+50 16+00 17+00 13+0014+0014+5015+0016+00 10+0010+5011+0012+0012+50PC11+5016+50 15+50 EX FREDERICKWATER ESMT115118116116A116B116C116E116G145121A121120122124119A116DOP114109A109SAFSSFLCGLCG2952OLR2929OLR231 532830 432032 230 435434435334 435034 435733 734 333 734732 332 730 631 030 031 329 330 628 629 927 029 327 328 426 315TC314CL2934TC2945TC2945TC2450TOP2400TOP2550TOP5TOP2200TOP50TOP10TC233OLR2300TOP2939LP317TC317TC337TC313TC342CL342TC342TC331TC331TC33131130431633132331531532029231534634434435435435434435434533834734733832234731334335334135334434435335334234635333035333135333133135335332132131 0313305292284281274275264277260 32 2344313313300 23031630 5319299319292312284305276299269292319319312305299296 317TC320TC308TC305TC27521532 4 30 8 32 4 30 6 31 7 30 4 31 7 30 2 31 0 30 0 31 0 31 7 31 7 29 8 29 6294 31 0 28 6 32 4 32 4 28 7 30 9 31 8 30 7 31 8 30 5 31 8318 30 3301 31 1 29 0 31 8 30 1 31 3 31 8 31 8318 31 1 30 0 30 0 30 0 30 0 32 4 29 9 30 0 31 1 31 1 314TC275219325303260215324249249318310316300241300307307282340313318302310232260257TC265SLAB=636.63SLAB=636.63SLAB=635.96SLAB=635.96SLAB=635.29SLAB=635.29SLAB=628.88 SLAB=629.55 SLAB=631.56 SLAB=632.23 SLAB=632.90SLAB=630.22 SLAB=630.89 633.80 FF624.60 BFW/O634.60 FF625.40 BFW/O634.74 FF625.54 BFW/O635.29 FF626.09 BF634.16 FF624.96 BF633.34 FF624.14 BFSLAB=635.92SLAB=635.92SLAB=635.92SLAB=635.92SLAB=632.46SLAB=632.46SLAB=631.79SLAB=631.12SLAB=630.45SLAB=629.78SLAB= SLAB= 632.96 SLAB= 632.41 SLAB= 632.41 SLAB= 632.41 SLAB= 632.41 SLAB= 631.74 SLAB= 631.74 SLAB= 631.74 SLAB= 632.96 SLAB= 632.29 SLAB= 632.29 SLAB= 631.62 SLAB= 631.62 13+24.8008111+78.24626.8714+01.81634.191.81-1.241.0012+62.00629.742.10-0.9013+26.96629.40-0.902.1011+46.15630.52-1.501.75-1.05-2.00-1.29-2.00630626 626 628 630 626 628 630628630630632632 634632634634632630632634630634 630630628630626624626 624 623 630628626624 626624628630 63263063 0 624626622628 624 626 622 628 630 628 634632634624626628622630 630624626622624626628630 626628630 624622618620626630628624632632626628624626624632 2974HP2668TC2604TC2626TC2576TC2565CL2673CL2658CL298TC2976TC6286 2 8 6 2 6 632630628262285630 IPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIP119123113IP117113A109D109E173IP172116FIPLCGEDELWEISS PLACEHEYFORD DRIVE52' ROW (PRIVATE)TO STR. #125DA=0.11 AC.C=0.80TO STR. #123DA=0.15 AC.C=0.82TO STR. #124DA=0.15 AC.C=0.80TO STR. #119ADA=0.81 AC.C=0.44TO STR. #154DA=0.54 AC.C=0.73TO STR. #155DA=0.57 AC.C=0.74TO STR. #109CDA=0.14 AC.C=0.30TO STR. #109ADA=0.08 AC.C=0.88TO STR. #110DA=0.32 AC.C=0.83TO STR. #109DA=0.67 AC.C=0.74TO STR. #115DA=0.21 AC.C=0.68TO STR. #116DA=0.09 AC.C=0.71TO STR. #116CDA=0.12 AC.C=0.71TO STR. #116DDA=0.18 AC.C=0.67TO STR. #164DA=0.25 AC.C=0.77TO STR. #163DA=0.34 AC.C=0.75TO STR. #117DA=0.26 AC.C=0.75FUNNELROD DRIVE52' ROWBAMBOO SH O O T L A N E HEYFORD DRIVE52' ROW (PRIVATE )CLASS A1RIP-RAP151 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, WV12E&S PHASE IIRev. No.Date0509/29/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 231" = 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 WITHSOIL STABILIZATION BLANKETS (EC-2).2.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPENSPACE AREA IS NOT TO BE DISTURBED DURINGCONSTRUCTION AND SHOULD BE FENCED OFF WHENINSTALLING INITIAL EROSION AND SEDIMENT CONTROLMEASURES.3.STRUCTURES 100-117, 142, AND 142A WILL BE INSTALLEDABOVE GRADE AND DO NOT REQUIRE INLETPROTECTION UNLESS OTHERWISE SHOWN. IFSTRUCTURE DEPRESSED, INLET PROTECTION TO BEPROVIDED BY CONTRACTORMATCH LINE-SHEET 13 MATCH LINE-SHEET 15BMP #3 SHALL NOT BE INSTALLED UNTILTHEIR RESPECTIVE DRAINAGE AREA ISCOMPLETED AND FULLY STABILIZED.12/05/2023 627. 63 153155153A154109D109E151B151C12+00 13+00 14+00 15+00 17+0 0 18+00 19+00 20+00 14+0015+0015+25.7911+0012+0013+0014+0014+39.60SECTION 22SECTION 23PTPTPCPTPTSECTION 23SECTION 22SECTION 23SECTION 2316+00 17+00 18+0010+0010+5011+00PC16+50 118122124125126114SAFSSFSAFSSFSAFSSFLCGSAFSSFLCG231 532830 432032 230131 529 330 728225 826526 428727 429 828 630 429 031 529 031 828 530 527 429130 827 435 434 435 334 435 034 435 733 734 333 734 732 332 730 631 030 031 329 330 628 315TC314CL2200TOP2150TOP422650TC2692TC2534TC2708TC317TC317TC337TC313TC342CL342TC342TC331TC331TC33131130431633132331531532029231534634434435435435434435434533834734733832234731334335334135334434435335334234635333035333135333133135335332132131 0313 30 5 29 2 28 4 28 1 32 2 34 4 31 3 31 3 30 0 31630 5 31 9 29 9 31 9 29 2 31 2 31 9 31 9 31 2 314TC275219325303260215324249249318310302295288294276300284292308316300244219220169189199225225233233207241241300307307300316308300266302300294288274276282340313318243TC243TC250TC294TC294TC294CL1461521731851922001963053002962352352352353102792862943023102632562842742681931941812092092192192832732482962302212312312952873002122012913013013012822972822903053052812832663002932963112842762592912983082842793032752732612392322602602652302882 7 9291 231SLAB= 636.63 SLAB= 636.63 SLAB= 635.96 SLAB= 635.96 SLAB= 635.29 SLAB= 635.29 SLAB= 631.56 SLAB= 632.23 SLAB= 632.90 SLAB=SLAB= 630.89 632.70 FF623.50 BFW/O633.20 FF624.00 BFW/O633.20 FF624.00 BFW/O632.80 FF623.60 BFW/O631.60 FF622.40 BFW/O630.60 FF621.40 BFW/O629.04 FF619.84 BFW/O631.60 FF622.40 BF632.20 FF623.00 BFW/O633.00 FF623.80 BFW/O633.80 FF624.60 BFW/O634.60 FF625.40 BFW/O634.74 FF625.54 BFW/O635.29 FF626.09 BF634.16 FF624.96 BF633.34 FF624.14 BF632.45 FF623.25 BF632.34 FF623.14 BF632.72 FF623.52 BF633.35 FF624.15 BF632.54 FF623.34 BF629.22 FF620.02 BFSLAB= 635.92SLAB= 635.92 SLAB= 635.92 SLAB= 635.92 SLA B = 632. 4 6 SLA B = 632. 4 6 14+01.81634.191.81-1.242.10-1.5017+74.77629.373.00-1.89-2.00-1.296 3 0 63 2632 63463263463463263063263 4630 63463 0 634632634624626628622630620.56216246266246266286226306 2 8 630630630626 630624626 622 624 626 628 63062863062 8 624 6 2 6 630622610612614616618620 612614616 620 6226246226246186206 2 26206 2 4 6 2 8 6 2 6 6 2 6 6 2 8 6306246226186206 2 6 630 6 2 8 6 2 4 6326326306 2 8 628626626626626 624622620618 62863063062862462663 0622620 62863263 2630630 IPIPIPIPIPIPIPIPIPIP119123153155153A154109D109EIPLCGLCGLCGLCGSPACE (SEE NOTE 2)HEYFORD DRIVE 52' ROW TO STR. #125DA=0.11 AC.C=0.80TO STR. #130DA=1.53 AC.TO STR. #123DA=0.15 AC.C=0.82TO STR. #124DA=0.15 AC.C=0.80TO STR. #154DA=0.54 AC.C=0.73TO STR. #155DA=0.57 AC.C=0.74TO STR. #153ADA=0.40 AC.C=0.76TO STR. #153DA=0.25 AC.C=0.70TO STR. #152DA=0.23 AC.C=0.75TO STR. #151ADA=0.21 AC.C=0.64TO STR. #110TO STR. #109DA=0.67 AC.C=0.74TO STR. #117DA=0.26 AC.C=0.75FUNNELROD DRIVE52' ROWALABASTER LANE52' ROWSAPPHIRE STREET52' ROWHEYFORD DRIVE 52' ROW CLASS A1RIP-RAPRUNOFF REDUCTIONCOMPLIANCE FOREST/ OPENSPACE (SEE NOTE 2)TO STR. #151BDA=0.14 AC.C=0.64TO STR. #151CDA=0.06 AC.C=0.64151 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, WV13E&S PHASE IIRev. No.Date0509/29/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 231" = 30'CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERMATCH LINE-SHEET 12 603001530SCALE: 1" = 30'NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPENSPACE AREA IS NOT TO BE DISTURBED DURINGCONSTRUCTION AND SHOULD BE FENCED OFF WHENINSTALLING INITIAL EROSION AND SEDIMENT CONTROLMEASURES.3.STRUCTURES 100-117, 142, AND 142A WILL BE INSTALLEDABOVE GRADE AND DO NOT REQUIRE INLETPROTECTION UNLESS OTHERWISE SHOWN. IFSTRUCTURE DEPRESSED, INLET PROTECTION TO BEPROVIDED BY CONTRACTORMATCH LINE-SHEET 14BMP #2 SHALL NOT BE INSTALLED UNTIL THEIRRESPECTIVE DRAINAGE AREA IS COMPLETEDAND FULLY STABILIZED.12/05/2023 150109C109A151A109B152151109D109E151B151C10+0 0 11+0 0 12+00 13+00 11+0012+0013+0014+0015+0016+0017+0 0 18+00 14+0015+0015+25.79PTPCPTPCPTPT20' PUBLIC TRAIL EASEMENT100101102103104105A150114112111109C109A109SAFSSFLCGLCGSAFSSFSAFSSFSAFSSF 0 529 031 828 530 527 429 226 128 924 734 333 734 732 332 730 631 030 031 329 330 628 629 927 029 327 328 426 2400TOP2550TOP2625TOP2569TC255TC2394TC2404TC2310TC2333TC2269TOP2200TOP2150TOP2310TC2333TC2642TC233OLR1575INV1600TOP1575TOP1550TOP317TC317TC313TC3434733832234731332131 0313 30 5 29 2 28 4 28 1 27 4275 26 4 27 7 26 0 32 2 34 4 31 3 31 3 30 0 31630 5 31 9 29 9 31 9 29 2 31 2 28 4 30 5 27 6 29 9 26 9 29 2 31 9 31 9 31 2 30 5 29 9 29 6 294TC294TC294CL20019630530029623523523523531029623022291296311276259291298308284279303275273261239232260260265262OLR1 8 4 230230288 2 7 9 2 1 9 2 2 0 1 7 1 2 7 5 2 6 6 2912802672 0 6 2 0 0 21 3 23115 8 2 0 6 26 2 27019519524822 3146 253 24 1 27025224322914615219619619519515418 6 18 3 20120116018 7 27 2 27026026 6 27026 5 25426025927626426627028227227 8 19 4 20720721321316817720 6 276288280257TC270230CL28227328228228226265268SLAB= 635.29 SLAB= 635.29 SLAB= 628.88 SLAB= 629.55 SLAB= 631.56 SLAB= 632.23 SLAB= 632.90 61.01 FF621.81 BF630.39 FF621.19 BFW/OSLAB= 630.22 SLAB= 630.89 629.79 FF620.59 BFW/O629.52 FF620.32 BFW/O629.20 FF620.00 BFW/O630.30 FF621.10 BFW/O631.60 FF622.40 BFW/O632.70 FF623.50 BFW/O633.20 FF624.00 BFW/O633.20 FF624.00 BFW/O633.35 FF624.15 BF632.54 FF623.34 BF629.22 FF620.02 BF629.25 FF620.05 BFW/OSLA B = 632. 4 6 SLA B = 632. 4 6 SLA B = 631. 7 9 SLA B = 631. 1 2 SLA B = 630. 4 5 SLA B = 629. 7 8 SLA B = 629. 1 1 SLAB=628.78SLAB=628.782.10-1.05-0.92-2.00-1.0514+76.72623.07-1.053.0017+74.77629.373.0063063 2632 63 0 628 626 624 6246306 2 8 634632634624626628622630620.5621624626626 630624626 622 624 626 628 630624622610612614616618620 62863063062862462663 0622620602604606608610612614616618580582584586588590592586576578580582584580578572574576570572574578 6246266226286266246246266266286246266 1 8 6 1 6 6 2 4 6 2 0 6 2 2 618616616616618592594596598600602604606608610612614616590624 618 620622616616614.5626618620622624626614616618588590592594596598600602604606608610612624620626622614616618592594596598600602604606608610612628626626 6246282733: 1 2:1 63 2630628262 28 5 28 5 630OPOPIPIPIPIPIPIPIPIPIPIPIPIPIPIP110108113IP107IP106105151A109B152151109D109EIPLCGSAFSSFLCGTO STR. #152DA=0.23 AC.C=0.75TO STR. #151ADA=0.21 AC.C=0.64TO STR. #109CDA=0.14 AC.C=0.30TO STR. #109ADA=0.08 AC.C=0.88TO STR. #151DA=0.20 AC.C=0.76TO STR. #109BDA=0.08 AC.C=0.82TO STR. #108DA=0.66 AC.C=0.71TO STR. #111DA=0.36 AC.C=0.76TO STR. #110DA=0.32 AC.C=0.83TO STR. #109DA=0.67 AC.C=0.74C=0.75FUNNELROD DRIVE52' ROWSAPPHIRE STREET52' ROWRUNOFF REDUCTIONCOMPLIANCE FOREST/ OPENSPACE (SEE NOTE 2)CL A1 OUTLETPROTECTION NORIP-RAP ALLOWED TOIMPACT STREAM. DONOT GO BEYOND TOPOF BANK. VERIFYSTREAM LOCATIONWITH WETLANDCONSULTANTTO STR. #151BDA=0.14 AC.C=0.64TO STR. #151CDA=0.06 AC.C=0.64151 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, WV14E&S PHASE IIRev. No.Date0509/29/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 231" = 30'MATCH LINE-SHEET 13CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERMATCH LINE-SHEET 15603001530SCALE: 1" = 30'NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).BMP #1 SHALL NOT BE INSTALLED UNTILTHEIR RESPECTIVE DRAINAGE AREA ISCOMPLETED AND FULLY STABILIZED.12/05/2023 X XXXXXXXXXXXX X X X XXXXXXXX109A113A17317416416316216116017210+00 11+00 12+00 9+8011+0012+0013+0014+009+00 10+00 10+50 11+0011+50 12+00 PCPTPCPT8+00 END STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKSEX FREDERICKWATER ESMT112111109A109LCGSAFSSF30 031 329 330 628 629 927 029 327 328 426 2200TOP2450TOP2400TOP2550TOP2625TOP2569TC255TC2394TC2404TC10233OLR2865TC2937TC2800TC2720TC2215INV2300TOP1600TOP1575TOP28 4281274275264277260 30 0 2331 9299319292312284305276299269292319319312305299296 21532 4 30 8 32 4 30 6 31 7 30 4 31 7 30 2 31 0 30 0 31 0 31 7 31 7 29 8 29 6294 31 0 28 6 32 4 32 30 9 31 8 30 7 31 8 30 5 31 8318 30 3301 31 1 29 0 31 8 30 1 31 3 31 8 31 8318 31 1 30 0 30 0 30 0 30 0 32 4 29 9 30 0 31 1 31 1262OLR270252243229146152196196195195154186183201201160187272270260266270265254260259276264266270282272278194207207213213168177206276288280245240293295296280284257TC270282273282289276289278295281282282282289289297273269265265265268282TC282TC281CL285TC290TC274TC286 TC296TC296TC292 30 3 29 1 30 3 30 3 28 9 28 7 29 6 28 5 29 6294 30330330329629629627529427328428728127127621528 6 29 6 29 6 28 5 28 7 30 3 28 9 30 3 29 0 30 3 29 2 31 0 31 0 29 4 29529631 0 28 4 28 4 31 0 30 3 30 3303 29 6 29 6 29 6 27 9 28 0 28 2 28 4 28 6 28 8 SLAB=628.88 SLAB=629.55 SLAB=631.56 631.82 FF622.62 BF61.01 FF621.81 BF630.39 FF621.19 BFW/OSLAB=630.22 SLAB=630.89629.79 FF620.59 BFW/O629.52 FF620.32 BFW/O629.25 FF620.05 BFW/OSLAB=632.46SLAB=632.46SLAB=631.79SLAB=631.12SLAB=630.45SLAB=629.78SLAB=629.11 SLAB= 632.96 SLAB= 632.41 SLAB= 632.41 SLAB= 632.41 SLAB= 632.41 SLAB= 631.74 SLAB= 631.74 SLAB= 631.74 SLAB= 631.55 SLAB= 631.55 SLAB= 630.88 SLAB= 630.88 SLAB= 630.88 SLAB= 630.21 SLAB= 630.21 SLAB= 630.21 SLAB= 630.21 SLAB= 630.88 SLAB= 630.88 SLAB= 630.88 SLAB= 632.96 SLAB= 632.29 SLAB= 632.29 SLAB= 631.62 SLAB= 631.62SLAB=630.12SLAB=629.45SLAB=629.45SLAB=628.78SLAB=628.781.121.12-1.05-0.92-2.00-1.05-1.0510+60.30628.06-1.000.90630626 626 628 630 626 628 626 624 623630628626624 626624628630 63063 0 624626622628 624 626 622 628 630 628 624626622624626628630624626626628624626624618620622626618620622624626614616618596598600602604606608610612624620626622614616618592594596598600602604606608610612628626626624 618614616620622624626600602604606608610612628 62862 8 628628628628626630628630630624 626 622 628 624 626 622 624626622624626630622628632624626630622628632630630 630 624 626 622 628 6 3 4 621 2732:1 62826 2285285 630IPIPIPIPIPIPIPIPIPIPIP110108113IP107IP106113A173174164163162161160IPIPOPIPIP172LCGLCGLCGSAFSSFTO STR. #109CDA=0.14 AC.C=0.30TO STR. #109ADA=0.08 AC.C=0.88TO STR. #109BDA=0.08 AC.C=0.82TO STR. #108DA=0.66 AC.C=0.71TO STR. #111DA=0.36 AC.C=0.76TO STR. #110DA=0.32 AC.C=0.83TO STR. #161DA=0.60 AC.C=0.75TO STR. 162DA=0.20 AC.C=0.66TO STR. #164DA=0.25 AC.C=0.77TO STR. #163DA=0.34 AC.C=0.75BAMBOO SH O O T L A N E (PRIVATE )SAPPHIRE STREET52' 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, WV15E&S PHASE IIRev. No.Date0509/29/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 231" = 30'MATCH LINE-SHEET 12CARRYING 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 14 NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).BMP #4 SHALL NOT BE INSTALLED UNTILTHEIR RESPECTIVE DRAINAGE AREA ISCOMPLETED AND FULLY STABILIZED.BMP #3 SHALL NOT BE INSTALLED UNTILTHEIR RESPECTIVE DRAINAGE AREA ISCOMPLETED AND FULLY STABILIZED.12/05/2023 16E&S NARRATIVE AS SHOWNSTEPHENSON VILLAGE II SECTION 23 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760B151 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 and by the Regional stormwater management facility. (See SWM report and RegionalStormwater Management Plan for calculations)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.SNOWDEN BRIDGE, SECTION TWENTY-TWO EROSION AND SEDIMENTCONTROL NARRATIVEDescription: The Project development will consist of the construction of a mix of both Single Familyhomes and Townhomes units with related utilities and road construction. The property is zoned R4and is located west of Snowden Bridge Boulevard approximately 0.9 miles south of route 761 (OldCharles Town Road) in Frederick County Virginia. This development will be in conjunction with theextension of Snowden Bridge Boulevard by separate plan. This project will be submitted as twoseparate plans. The first plan will be for Section 22 and the second plan will be for Section 23. TheOverall E&S Phase I sheet depicts controls for section 22 and includes controls that will be carriedover for use in the construction of Section 23. SWM was designed for both Sections 22 and 23.This plan is for the Section 23. This section consists of 31 Single Family homes and 54 Townhomes,with related utilities and road construction. The total site area for Section 23 is 29.90 acres. The totalsite are for both Sections 22 and 23 is 50.88 acres. Approximately 17.62 acres will be disturbed forconstruction in Section 23 for clearing operations, E&S and SWM.Date of construction: Construction may begin following plan approval and the submission andapproval of all required Slope Stability Analyses. The project will take approximately twelve (12)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 either directly to orthrough existing storm sewer systems to unnamed tributary of Hiatt Run and then to an existingregional SWM facility. The southern portion of the site drains to the west and south to Hiatt Run.Adjacent areas: The site is bounded on the north-west by Snowden Bridge Subdivision Sections 2-3.Bounded on the west by a ravine and residential zoned property. Bounded to the south by Hiatt Run.Bounded on the east by Snowden Bridge Boulevard and Sections 13-14.Offsite areas: Top soil will be stripped from graded areas and stockpiled for use in final grading andpermanent stabilization. Stockpiles will be kept offsite on adjacent land owned by the developer tostay clear of all construction activities. The stockpiles will be stabilized with temporary seeding andprotected with silt fence.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.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.12/05/2023 17E&S DETAILS N/ASTEPHENSON VILLAGE II SECTION 23 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760B151 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 & JMD12/05/2023 18E&S DETAILS N/ASTEPHENSON VILLAGE II SECTION 23 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760B151 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 12/05/2023 XXXXX X X X X X X X X X X X X XXXXX X X X X X X XXXX X X X XXXXXX XXX X X XBMP #5BMP #7BMP #6 630626 626 628 630 626 628 63062863063063 2632 63463263463463263063263 4630 634630630628630626624626 624 623 63 0 628 626 624 626624628630 63263063 0 624626622628 624 626 622 628 630 62 8 634632634624626628622630620.56216246266246266286226306 2 8 630630630626 630624626 622 624 626 628 63062863062 8 6 2 4 6 2 6 630622610612614616618620 612 614 616 620 6226246226246186206 2 26206 2 4 62 8 6 2 6 6 2 6 6286306246226186206 2 6 630 6 2 8 6 2 4 6326326306 2 8 628626626626626 624 622620618 628630630628624626630622620602604606608610612614616618580582584586588590592586576578580582584580578572574576570572574578 6246266226286266246246266266286246266 1 8 6 1 6 62 4 6 2 0 6 2 2 618616616616618592594596598600602604606608610612614616590624 618 620622616616614.5626618620622624626614616618588590592594596598600602604606608610612624620626622614616618592594596598600602604606608610612628626626 624 618614616620622624626600602604606608610612628 62862 8 628628628628626630628630630624 626 622 628 624 626 622 624626622624626630622628632624626630622628632630630 630 624 626 622 628 6 3 4 621 6326286 2 8 6 2 6 63 2630628630 EXISTING CURBAND STRIPING TOBE REMOVEDDISTANCE FROM PROPOSED CL STATESMAN DR. TO PROPOSED FUNNELROD DR. CL= 825.2' DISTANCE FROM PROPOSED CL STATESMAN DR. TO EX. SAWTOOTH DR. CL = 1,965.5' CG- 620' PUBLIC TRAIL EASEMENT20' PUBLIC TRAIL EASEMENT20' PUBL IC TRA IL EASEMENT6' PRIVATE TRAIL6' PRIVATE TRAIL6' PRIVATE TR A I L 6' PRIVATE TRAIL3' MAX HEIGHT RET. WALLCG- 6 CG-6 CG-6 PROP. ROADSTRIPPINGEND STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKSSECTION 22SECTION 23SECTION 22SECTION 2315+17.92 =END SEC 22BEGIN SEC 2310+51.10 =END SEC 22BEGIN SEC 23EX FREDERICKWATER ESMTSTUDY POINT #1 STUDY POINT #2 STUDY POINT #3 STUDY POINT #4 STUDY POINT #5 OUTFALL LOCATION TO 1% RULE D D D C HIATT RUND.A.C D.A.B D.A.A D.A.E D.A.D UNNAMED TRIBUTARY OFHIATT RUNBIORETENTION LEVEL 2 BMP #5 (0.81 ACRES) BIORETENTION LEVEL 1 BMP #6 (1.53 ACRES) BIORETENTION LEVEL 2 BMP #3 (1.15 ACRES) BIORETENTION LEVEL 2 BMP #1 (3.07 CRES) BIORETENTION LEVEL 2 BMP #4 (2.71 ACRES) BIORETENTION LEVEL 2 BMP #2 (1.82 ACRES) BIORETENTION LEVEL 2 BMP #10 (0.54 ACRES) BIORETENTION LEVEL 1 BMP #7 (0.43 ACRES) BIORETENTION LEVEL 2 BMP #9 (1.11 ACRES) BIORETENTION LEVEL 1 BMP #12 (3.13 ACRES) BIORETENTION LEVEL 2 BMP #11 (4.01 ACRES) BIORETENTION LEVEL 2 BMP #8 (1.88 ACRES) L1L2L3 L4L 5L6L7 L8 L9 L10L11 L12L13L14 L15 L16 L17L18L19L20L21L22L23L24L25L26L2 7L28L2 9 L30 L31 L32 L33 L34 L3 5 L36L37 L38 L39L40L41L42L43L44L45 L46L47L 4 8 L49L50L51L52L53L54 L55L56 L57 CONSERVATION EASEMENT #2 CONSERVATION EASEMENT #1 19WATER QUALITY BMP MAPSTEPHENSON VILLAGE IISECTION 23STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA05/16/2022 TTC/ZJ 22-05 63 2760B151 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" = 80' 1608004080 SCALE: 1" = 80' VRRM PROJECT SITE AREA LIMITS POST DEVELOPMENT/VRRM SPREADSHEET DRAINAGE AREA LABELS VRRM SITE AREA TREATED BY BMP DEVICES (BIORETENTION PONDS) BMP LEGEND D.A.A-D.A.E RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE FOR BMP WATER QUALITY (INCLUDED IN SITE AREA VRRM CALCS) IMPERVIOUS AREA (BUILDINGS, ROADS, ETC.) SITE BOUNDARY (PARCEL) 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 DIVIDE LINE TABLE 12/05/2023 20WATER QUALITY BMP DETAILS STEPHENSON VILLAGE II SECTION 23 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760B151 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 SHOWNNOTES:1.BMP FILTER MEDIA SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TOINSTALLATION TO ENSURE ITS USE AS SUITABLE MATERIAL.2.THE CONSTRUCTION OF BMP FACILITIES SHALL BE INSPECTED AND CERTIFIED BY APROFESSIONAL ENGINEER.3.FILTER MEDIA TO BE PROVIDED BY A CERTIFIED VENDOR4.SEE LANDSCAPE PLAN FOR PLANTINGS IN BIORETENTION AREASBIO-RETENTION BASIN SHALL BE CONSTRUCTED ONLY AFTER THE SITE WORK IS COMPLETE ANDSTABILIZATION MEASURES HAVE BEEN IMPLEMENTED. EXPERIENCE WITH BIO-RETENTION BASINSAND SOIL MEDIA FILTERS HAS DEMONSTRATED THAT BIO-RETENTION FILTERS MUST BEPROTECTED FROM ALL SEDIMENT LOADS.B.3.B SPECIFICATIONS FOR BIO-RETENTION1.MATERIAL SPECIFICATIONTHE ALLOWABLE MATERIALS TO BE USED IN BIO-RETENTION AREA ARE DETAILED IN TABLE 9.6,THIS SHEET2.FILTER MEDIATHE FILTER MEDIA SHALL BE A LOAMY SAND OR A LOAM SAND MIX WHICH IS GENERALLYCLASSIFIED AS A LOAMY SAND ON THE USDA TEXTURE TRIANGLE. THE MIXTURE SHOULDCONTAIN A MINIMUM OF 80-85% COURSE SAND BY VOLUME, 8-12% SOIL FINES, AND 3-5% ORGANICMATTER. THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS, OR OTHERSIMILAR OBJECTS LARGER THAN ONE INCH. NO OTHER MATERIALS OR SUBSTANCES SHALL BEMIXED OR DUMPED WITHIN THE BIO-RETENTION AREA THAT MAY BE HARMFUL TO PLANT GROWTH,OR PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS. THE FILTER MEDIASHALL BE FREE OF BERMUDA GRASS, MUGWORT, NUTSEDGE, CANADA THISTLE, QUACKGRASS,JOHNSON GRASS, OR OTHER NOXIOUS WEEDS AS SPECIFIED UNDER COMAR 15.08.01.05.THE FILTER MEDIA SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA:pH RANGE5.2 - 7.0P-INDEX 10-30PHOSPHORUS 7-23 mg/kgCATION EXCHANGE CAPACITY (CEC)GREATER THAN 10INFILTRATION RATE 1-2 INCHES PER HOURVOID RATIO (VV/VT) (MIN)0.25ALL BIO-RETENTION AREAS SHALL HAVE A MINIMUM OF ONE TEST. EACH TEST SHALL CONSIST OFBOTH THE STANDARD SOIL TEST FOR pH, PHOSPHORUS, AND POTASSIUM AND ADDITIONAL TESTSOF ORGANIC MATTER, AND SOLUBLE SALTS. A TEXTURAL ANALYSIS IS REQUIRED FROM THE SITESTOCKPILED TOPSOIL. IF TOPSOIL IS IMPORTED, THEN A TEXTURAL ANALYSIS SHALL BEPERFORMED FOR EACH LOCATION WHERE THE TOP SOIL WAS EXCAVATED.SINCE DIFFERENT LABS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTINGRESULTS SHALL COME FROM THE SAME TESTING FACILITY.SHOULD THE pH FALL OUT OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIMEOR (LOWER) WITH IRON SULFATE PLUS SULFUR.3.COMPACTIONIT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE BIO-RETENTIONAREA AND THE REQUIRED BACKFILL. WHEN POSSIBLE, USE EXCAVATION HOES TO REMOVE THEORIGINAL SOIL. IF BIO-RETENTION AREAS ARE EXCAVATED USING A LOADER, THE CONTRACTORSHOULD USE WIDE TRACK OR MARSH TRACK EQUIPMENT OR LIGHT EQUIPMENT WITH TURF TYPETIRES. USE OF EQUIPMENT WITH NARROW TRACKS OR TIRES, RUBBER TIRES WITH LARGE LUGS,OR HIGH PRESSURE TIRES WILL CAUSE EXCESSIVE COMPACTION RESULTING IN REDUCEDINFILTRATION RATES AND IS NOT ACCEPTABLE. COMPACTION WILL SIGNIFICANTLY CONTRIBUTETO DESIGN FAILURE.COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE BIO-RETENTION FACILITY BY USING APRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER, OR SUBSOILER. THESE TILLINGOPERATIONS ARE TO REFRACTURE THE SOIL PROFILE THROUGH THE 12 INCH COMPACTIONZONE. SUBSTITUTE METHODS MUST BE APPROVED BY THE ENGINEER. ROTOTILLERS TYPICALLYDO NOT TILL DEEP ENOUGH TO REDUCE THE EFFECTS OF THE COMPACTION FROM HEAVYEQUIPMENT.ROTOTILL 2 TO 3 INCHES OF SAND INTO THE BASE OF THE BIO-RETENTION BEFORE BACKFILLINGTHE REQUIRED SAND LAYER. PUMP ANY PONDED WATER BEFORE PREPARING (ROTOTILLING)BASE.WHEN BACKFILLING THE TOPSOIL OVER THE SAND LAYER, FIRST PLACE 3 TO 4 INCHES OFTOPSOIL OVER THE SAND, THEN ROTOTILL THE SAND/TOPSOIL TO CREATE A GRADUATION ZONE.BACKFILL THE REMAINDER OF THE FILTER MEDIA TO THE FINAL GRADE.WHEN BACKFILLING THE BIO-RETENTION FACILITY, PLACE LIFTS 12" TO 18" THAT ARE LOOSELYCOMPACTED. DO NOT USE HEAVY EQUIPMENT WITHIN THE BIO-RETENTION BASIN. HEAVYEQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND SAND.GRADE BIO-RETENTION MATERIALS WITH LIGHT EQUIPMENT SUCH AS A COMPACT LOADER OR ADOZER/LOADER WITH MARSH TRACKS.4.PLANT MATERIALRECOMMENDED PLANT MATERIAL FOR BIO-RETENTION AREAS CAN BE FOUND IN AS NOTED ONTHIS SHEET AND IN THE SPECIFICATIONS..5.PLANT INSTALLATIONMULCH SHOULD BE PLACED TO A UNIFORM THICKNESS OF 2" TO 3". SHREDDED HARDWOODMULCH IS THE ONLY ACCEPTED MULCH. PINE MULCH AND WOOD CHIPS WILL FLOAT AND MOVE TOTHE PERIMETER OF THE BIO-RETENTION AREA DURING A STORM EVENT AND ARE NOTACCEPTABLE. SHREDDED MULCH MUST BE WELL AGED (6 TO 12 MONTHS) FOR ACCEPTANCE.ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT AND ON-SITESTORAGE. THE PLANT ROOT BALL SHOULD BE PLANTED SO 1/8th OF THE ROOT BALL IS ABOVEFINAL GRADE SURFACE. THE DIAMETER OF THE PLANTING PIT SHALL BE AT LEAST SIX INCHESLARGER THAN THE DIAMETER OF THE PLANTING BALL. SET AND MAINTAIN THE PLANT STRAIGHTDURING THE ENTIRE PLANTING PROCESS. THOROUGHLY WATER GROUND BED COVER AFTERINSTALLATION.TREES SHALL BE BRACED USING 2" BY 2" STAKES ONLY AS NECESSARY AND FOR THE FIRSTGROWING SEASON ONLY. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREEBALL.GRASSES AND LEGUME SEED SHOULD BE DRILLED INTO THE SOIL TO A DEPTH OF AT LEAST ONEINCH. GRASS AND LEGUME PLUGS SHALL BE PLANTED FOLLOWING THE NON-GRASS GROUNDCOVER PLANTING SPECIFICATIONS.THE TOPSOIL SPECIFICATIONS PROVIDE ENOUGH ORGANIC MATERIAL TO ADEQUATELY SUPPLYNUTRIENTS FROM NATURAL CYCLING. THE PRIMARY FUNCTION OF THE BIO-RETENTIONSTRUCTURE IS TO IMPROVE WATER QUALITY. ADDING FERTILIZERS DEFEATS, OR AT A MINIMUM,IMPEDES THIS GOAL. ONLY ADD FERTILIZER IF WOOD CHIPS OR MULCH ARE USED TO AMENDSOIL. ROTOTILL UREA FERTILIZER AT A RATE OF 2 POUNDS PER 1000 SQUARE FEET.6. UNDERDRAINSPLACE THE APPROPRIATE DEPTH OF #57 STONE ON THE BOTTOM, INSTALL THE PERFORATEDUNDERDRAIN PIPE, PACK #57 STONE TO THE TOP OF THE PIPE, ADD 3" OF CHOKER STONE,FOLLOWED BY A GEOTECH FILTER FABRIC FOR FILTER BETWEEN CHOKER STONE AND FILTERMEDIA.7. MISCELLANEOUS- THE BIO-RETENTION FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGEAREA HAS BEEN STABILIZED.- LANDSCAPE CONTRACTOR TO MIX THE TREE AND SHRUB SPECIES TOGETHER FOR A MORENATURALIZED APPEARANCE.LINEBEARINGDISTANCEL1S 52°08'08" W(238.36)L2S 87°54'11" W(153.08)L3N 49°32'49" W(259.58)L4N 49°32'49" W(406.70)L5S 67°02'46" W(251.64)L6N 82°50'47" W(180.88)L7N 48°20'14" E(0.42)L8N 48°20'14" E(483.81)L9N 06°45'13" E(1130.00)L10S 64°32'23" E(160.08)L11N 26°06'37" E(98.18)L12S 63°53'23" E(97.83)L13S 77°01'02" W(38.01)L14S 39°10'22" W(118.47)L15S 06°56'39" W(79.02)L16S 15°16'10" E(74.34)L17S 36°54'50" E(68.58)L18S 51°09'25" E(70.06)L19S 83°48'01" E(163.96)L20S 84°36'58" E(125.70)L21S 71°18'33" E(39.51)L22S 14°45'58" E(38.60)L23S 75°37'14" W(26.84)L24S 86°15'18" W(171.75)L25N 87°39'48" W(119.47)L26S 80°04'40" W(55.48)L27S 46°40'25" W(57.36)L28N 87°21'54" W(113.75)L29S 43°04'55" W(28.32)L30S 05°50'44" W(271.03)L31S 14°58'27" W(89.20)L32S 03°26'05" E(85.18)L33S 14°27'43" E(46.14)L34S 17°23'34" E(64.27)L35S 46°11'45" W(81.87)L36S 10°47'13" W(31.81)L37S 31°44'15" W(31.04)L38S 06°35'30" E(43.46)L39N 86°57'03" E(112.91)L40N 83°25'14" E(57.29)L41S 52°58'24" E(190.99)L42S 64°17'09" E(69.57)L43S 54°19'41" E(176.16)L44S 50°14'58" E(57.40)L45S 09°33'33" E(95.82)L46S 40°11'15" E(25.85)L47S 81°37'49" E(194.50)LINEBEARINGDISTANCEL48S 61°46'48" W(50.17)L49N 75°08'27" W(70.47)L50N 63°45'58" W(97.76)L51N 52°49'54" W(57.69)L52N 52°18'20" W(69.95)L53N 63°44'29" W(69.40)L54N 26°06'37" E(48.68)L55S 67°55'40" E(361.96)L56S 18°08'18" E(37.61)L57S 15°40'26" W(18.53)CONSERVATION EASEMENT BOUNDARY TABLESEASEMENT 1 TABLEEASEMENT 2 TABLEDA. A INCLUDES AREAS FROM BMP 1,2,3,5,6,7DA. B INCLUDES BMP 4 AREADA. C INCLUDES BMP 8 AREADA. D INCLUDES AREAS FROM BMP 9,10,11DA. E INCLUDES BMP 12 AREA12/05/2023 629.20 FF620.00 BFW/O629.25 FF620.05 BFW/OWMWWWWWWWLOT 2317LOT 2316WM1575INV1600TOP1575TOP1550TOP150107106105A1051525SS1575SS1500SS1500SS1455SS1450SS1550TOP1067INV1067INV1067INV1450SS1450SSBMP #1 - BIORETENTION LEVEL 216' GABIONWALL CHECKDAM (3'WX1'T)4" PERF SCH 40 PVC U.D. (TYP)CO (TYP)GRASS FILTERSTRIP @ 5%MAXGRAVELFLOWSPREADER(CL A1)614616598600602604606608610612604616618.25618618616614.5616616618616620622626620622614616618612614616618598600602604606608610612624MIN10'PRETREATMENT CELLWYE(TYP)614.5632.54 FF623.34 BF629.22 FF620.02 BFLOT 2368LOT 23671667INV1567INV1667INV1667INV2050SS2050SS2050SS2050SS2100SS2100SS2100SS2200TOP2150TOP109E2150TOP2150TOP109D5:1 MAX5:1 MAX98' - 6" PERF U.D.624626628624626628622624626622622624624626624PRETREA TMEN T CE L L 4" PERF PVC U.D. (TYP)PRETREATMENT CELLBMP #2 - B IORETENT ION LEVEL 28' GABIONWALL CHECKDAM (3'WX1'T)8' GABIONWALL CHECKDAM (3'WX1'T)CO (TYP)620.5620. 5 622GRASS FILTERSTRIPWYE(TYP)GRASS FILTERSTRIP21WATER QUALITY BMP DETAILS STEPHENSON VILLAGE II SECTION 23 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760B151 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 SHOWN402001020SCALE: 1" = 20'402001020SCALE: 1" = 20'BMP #1 MATERIAL CROSS SECTIONNTSBMP #2 MATERIAL CROSS SECTIONNTS·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 SPECIFIED12/05/2023 XXXXXSLAB=632.46SLAB=632.46SLAB=631.79SLAB=631.12SLAB=630.45SLAB=629.78SLAB=SLAB=629.45SLAB=628.78SLAB=628.78LOT 2356LOT 2357LOT 2358LOT 2359LOT 2352LOT 2351LOT 2350LOT 2349STORMDRAINAGE2400TOP2550TOP2450TOP2400TOP2400TOP2300SS2300SS2300SS2300SS2400TOP5:1 MAX5:1 MAX 1917INV1917INV113114626630628 626 624624624626628630630628626624 6246 3 06286' GABIONWALL CHECKDAM (3'WX1'T)6' GABIONWALL CHECKDAM (3'WX1'T)GRASS FILTERSTRIP4" PERF PVC U.D. (TYP)PRETREATMENT CELLBMP #3 - BIORETENTION LEVEL 26' GABIONWALL CHECKDAM (3'WX1'T)PRETREATMENT CELLPRETREATMENTCELLCO (TYP)623623113ASLAB=632.41SLAB=631.74SLAB=631.74SLAB=631.74SLAB=631.55SLAB=631.55SLAB=630.88SLAB=630.88SLAB=630.88SLAB=630.21SLAB=630.21SLAB=630.21SLAB=630.21WMWMWMWMLOT 2327LOT 2326LOT 2329LOT 2328LOT 2330LOT 2334LOT 2333LOT 2332LOT 2331LOT 2336LOT 2335LOT 2337LOT 23382200TOP2300TOP2200TOP2200TOP1741732100SS2100SS2215INV1717INV1717INV5% MAX 5% MAX 5% MAX 5% MAX 2165SS2215TOP2150SS2100SS2100SS2150SS160BMP #4 - BIORETENTION LEVEL 216' GABIONWALL CHECKDAM (3'WX1'T)624626622628624626622628624626628628624 626626 622622622624626622628630630624626628628GRASS FILTERSTRIPPRETREATMENTCELLPRETREATMENT CELL6216214" PERF PVC U.D. (TYP)CO (TYP)GRAVEL FLOWSPREADER(CL A1)WYE(TYP)1717INV1717INV22WATER QUALITY BMP DETAILS STEPHENSON VILLAGE II SECTION 23 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760B151 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 SHOWN402001020SCALE: 1" = 20'402001020SCALE: 1" = 20'BMP #3 MATERIAL CROSS SECTIONNTSBMP #4 MATERIAL CROSS SECTIONNTSNYLOPLAST 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 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.12/05/2023 SLAB=632.73SLAB=631.65SLAB=631.65SLAB=631.655:1 MAX 5:1 MAX 5:1 MAX 2610SS2610SS2660TOP2327INV2327INV116F116GBMP # 7- BIORETENTION LEVEL 1GRASS FILTERSTRIPWYE(TYP)6286286306306286286306286306326286306326284" SCH 40 PERFPVC UD (TYP)CO (TYP)SLAB=632.46SLAB=631.79SLAB=631.79SLAB=631.79SLAB=632.46SLAB=635.92SLAB=635.92SLAB=635.92SLAB=635.92LOT 2385LOT 2382LOT 2383LOT 2384SECTION 22SECTION 233:13:12.0%2.0%3:13:12.0%5%5%5%5%2767SS2717SS2717SS2767TOP271727673289SS2817TOP2817TOP3150TOP3100TOP119A1191182.0%2334INV2334INVGRASS FILTERSTRIPPRETREATMENTCELL BMP #5 - BIORETENTION LEVEL 224' GABIONWALL CHECKDAM (3'WX1'T)GRASS FILTERSTRIP24' GABIONWALL CHECKDAM (3'WX1'T)PRETREATMENTCELL4" SCH 40 PERFPVC UD (TYP)634630630632630630627.17627.43627.17627.17628628CO (TYP)2334INVSLAB=630.15SLAB=630.15SLAB=630.82SLAB=631.49SLAB=632.16SLAB=632.99SLAB=632.99SLAB=633.66SLAB=633.66SLAB=633.66LOT 2286LOT 2295LOT 2290LOT 2289LOT 2288LOT 2287LOT 2293LOT 2291LOT 2292LOT 22941181182575TOP2575SS2575SS2525SS2581INV630628626626628630630628626630628626632625.25625.25BMP #6 - BIORETENTION LEVEL 1CO (TYP)4" PERF. SCH 40 UNDERDRAINGRAVEL FLOWSPREADER (CL A1)2242INV23WATER QUALITY BMP DETAILS STEPHENSON VILLAGE II SECTION 23 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760B151 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 SHOWN402001020SCALE: 1" = 20'BMP #5 MATERIAL CROSS SECTIONNTS402001020SCALE: 1" = 20'BMP #6 MATERIAL CROSS SECTIONNTSBMP #7 MATERIAL CROSS SECTIONNTS402001020SCALE: 1" = 20'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 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.12/05/2023 632.91 FF623.71 BF%5.0 WMWS S SSSS SINV1323TOP0023SS0022300%5.01817INV 1817INV1739INV9.5'5'GRASS FILTER STRIPRAIN GUARDIANBUNKERBMP # 8- BIORETENTION LEVEL 2WYE(TYP)CO (TYP)EW-124" SCH 40SOLID PVCPIPE @ 2%OUTSIDEMEDIA AREA4" PERF SCH 40 PVC UD622622.2562662462862 2 6 1 8 6 2 0 6 2 2 6206266286246286226266 2 4 628623622.25622.5 0 623SCS 250MATTING BYNA GREEN ORAPPROVEDEQUIV.623623623SLAB=625.95SLAB=625.95SLAB=625.28WMWMWMW W W W W5004072042INV1447INV1447INV1930TOP1992SS1967SS1967SS2017SS2017SSGABION WALLCHECK DAM10' GABIONWALL CHECKDAM (3'WX1'T)4" PERF PVC U . D . ( T Y P ) BMP #9 - B I O R E T E N T I O N L E V E L 2 PRETREATMENT CELLGRAVEL FLOWSPREADER(CL-A1)624620624622620618.3618.3 618.3 620 624 622 620 624622620624624 622626 CO (TYP.)620SLAB=626.59SLAB=625.25SLAB=625.92SLAB=628.08SLAB=628.75LOT 2276LOT 2274LOT 2275LOT 2278LOT 2277403A%5:1 MAX %5:1 MAX2150SS 2150SS2200TOP2200TOP2100SS2100SS2150TOP1717INV1717INV1717INVGRASS FILTERSTRIP6 2 2 626624622622624626628628624624622624622621621622624PRETREATMENTCELLPRETREATMENTCELLBMP #10 - BIORETENTION LEVEL 24" SCH 40PERF PVC UDCO (TYP.)10' GABIONWALL CHECKDAM (3'WX1'T)10' GABIONWALL CHECKDAM (3'WX1'T)24WATER QUALITY BMP DETAILS STEPHENSON VILLAGE II SECTION 23 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760B151 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 SHOWN402001020SCALE: 1" = 20'BMP #8 MATERIAL CROSS SECTIONNTSBMP #9 MATERIAL CROSS SECTIONNTS402001020SCALE: 1" = 20'BMP #10 MATERIAL CROSS SECTIONNTS402001020SCALE: 1" = 20'NYLOPLAST AND RISER STRUCTURE NOTES:·ALL RISER STRUCTURES TO HAVE DOME STYLE TRASH RACKSINSTALLED·ALL NYLOPLAST STRUCTURES TO HAVE DOME GRATES INSTALLEDUNLESS OTHERWISE SPECIFIED·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.12/05/2023 624.89 FF615.69 BF634.57 FF625.37 BFW/O%5.0WMSS%5.0%5.0 800 600 400A 10 07 INV 10 07 INV 10 07 INV 15 09 SS 14 20 SS 13 90 SS 14 02 SS 14 15 SS 14 15 SS1465 INV 15 20 IN V 15 2 TOP 14 90 TOP 14 90 TOP 14 40 TOP 14 23 SS 14 23 SS 15 15 SS 15 34 SS 16 15 TOP 15 23 TOP 15 23 TOP 5' GRASS FILTER STRIP 614 616 618 620 622 624 616 618 620 6 2 2 62 4 62 6 6 2 8630620616618614622620 618 616 6 1 4 616 618 622 624 6146166186206226246266286186206186206 2 2 6 2 4 6 2 6 628630614.65614.65 614.65 5' 5' GRASS FILTER STRIP BMP # 11- BIORETENTION LEVEL 2 WYE (TYP) CO (TYP)4" PERF SCH 40 PVC UDGRAVEL FLOW SPREADER (CL-A1) GRAVEL FLOW SPREADER (CL-A1) 8' GABION WALL CHECK DAM (3'WX1'T) 24' GABION WALL CHECK DAM (3'WX1'T)24' GABION WALL CHECK DAM (3'WX1'T) 24' GABION WALL CHECK DAM (3'WX1'T)PRETREATMENT CELLPRETREATMENT CELLPR E T R E A T M E N T C E L L614.40614.40 614.40 613.90 613.9 0 613.90 GRASS FILTER STRIP XXX X X X XXX633.41 FF624.21 BFW/O632.61 FF623.41 BFW/O624.77 BFWMWMWMS2046 INV 19 15 INV 18 50 SS 1900 TOP 17 50 SS 900 910 14 42 INV 14 42 INV 12 50 INV SC 250 MATTING BY NA GREEN OR APPROVED EQUIVALENT 614616618618.5618618.5618620622624626628630626628630622 624 626 620 628 618 626 628 622 624 620622624 622 620 618 BMP # 12- BIORETENTION LEVEL 1WYE (TYP) CO (TYP) 4" PE R F S C H 4 0 P V C U D GRAVEL FLOW SPREADER (CL-A1)SC 250 MATTING BY NA GREEN ORAPPROVED EQUIVALENTEW-12 4" SCH 40 SOLID PVC @ 2%11.25° BEND OR SPREAD DEFLECTION ACROSS PIPE JOINTS PER MANUFACTURER'S REC. 14 42 INV 25WATER QUALITY BMP DETAILSSTEPHENSON VILLAGE IISECTION 23STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA05/16/2022 TTC/ZJ 22-05 63 2760B151 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 AS SHOWN 402001020 SCALE: 1" = 20' 402001020 SCALE: 1" = 20' BMP #11 MATERIAL CROSS SECTION NTS BMP #12 MATERIAL CROSS SECTION NTS NYLOPLAST AND RISER STRUCTURE NOTES: ·ALL RISER STRUCTURES TO HAVE DOME STYLE TRASH RACKS INSTALLED ·ALL NYLOPLAST STRUCTURES TO HAVE DOME GRATES INSTALLED UNLESS OTHERWISE SPECIFIED ·WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTED UNTIL ALL UPSTREAM DRAINAGE IS FULLY STABILIZED WITH PERMANENT GROUND COVER. ·ALL ENGINEERED MEDIA BED AREAS SHALL BE PROTECTED WITH SILT FENCE UPON COMPLETION OF WATER QUALITY SWALE CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL ALL UPSTREAM AREAS ARE STABILIZED 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 CERTIFIED BY A CERTIFIED ENGINEER DURING CONSTRUCTION. 12/05/2023 SSXX X X X X X XXXXXXX X X X XXX X XX X X XS SSSSSSSSSSSSSSS SSSSSSSSSSSSSSS SSSSSSSSSSSSSBMP #5BMP #7BMP #6 END STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKSSECTION 22SECTION 23SECTION 22SECTION 23EX FREDERICKWATER ESMTSECTION 22SECTION 233B23A23A13B13B3A1245100YR FEMAFLOODPLAINSTUDYPOINT #1STUDYPOINT #2STUDYPOINT #3STUDYPOINT #4STUDYPOINT #5OUTFALL LOCATION TO 1% RULEDRAINAGE AREA = 8.0 Mi2HIATT RUNUNNAMED TRIBUTARYOF HIATT RUNTC Flow PathTC Flow PathTC Flow PathTC Flow PathTC Flow PathTC Flow PathTC FlowPathSECTION 22SECTION 23SSXX X X X X X XXXXXXX X X X XXX X XX X X X S SSSSSSSSSSSSSSS SSSSSSSSSSSSS S SSSSSSSSSSSSSSBMP #5BMP #7BMP #6BMP #2BMP #3BMP #1BMP #4END STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKSSECTION 22SECTION 23SECTION 22SECTION 23EX FREDERICKWATER ESMTSTUDYPOINT #1STUDYPOINT #2STUDYPOINT #3STUDYPOINT #4STUDYPOINT #5OUTFALL LOCATION TO 1% RULEDRAINAGE AREA = 8.0 Mi2HIATT RUNUNNAMED TRIBUTARYOF HIATT RUNTC Flow PathTC Flow PathTC Flow PathTC Flow PathTC Flow PathSECTION 22SECTION 233A23A13B13B3A1245100YR FEMAFLOODPLAINDRAINAGE AREA 1X DRAINSTO ADEQUATE CHANNELTHEN TO 1% RULEDA=15.04 ACRESDRAINAGE AREAS 4 & 5DRAIN TO AN EXISTINGREGIONAL FACILITY1XSECTION 22SECTION 23151 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" = 150'26STORMWATER MANAGEMENT PLAN STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23SCALE: 1" = 150'1500150300SNOWDEN BRIDGE SECTIONS TWENTY TWO AND TWENTY THREE SWM NARRATIVEPRE-DEVELOPED DRAINAGE:A peak flow analysis of the Hiatt Run watershed, dated March 22, 2005, was prepared by Greenway Engineering and was subsequentlyapproved by Frederick County. This study analyzed 10.3 square mile upstream drainage for Hiatt Run and approximately 470 acres drainingthrough the intermittent ravine channel. The study considered future commercial and industrial development north of the Snowden Bridge(formerly known as Stephenson Village) along US Route 11 and determined that the portions of the Snowden Bridge development draining intoHiatt Run would not impact peak flows and therefore no formal stormwater management (SWM) would be required. However, the study diddetermine that a regional SWM facility would be required to control drainage along the intermittent ravine channel to protect adjoiningdownstream properties.Section 22 and 23 disturbed areas is an undeveloped portion of the Snowden Bridge 2 development containing approximately 36.36 acres ofvacant agricultural land to the east and forested land to the west. The northern portion of the site drains to the northwest to an unnamed tributaryof Hiatt Run and then to an existing regional SWM facility. The southern portion of the site drains to the west and south to Hiatt Run. The sitehas five study points. Study Point #1 has a drainage area of 20.44 acres (DA 1) and drains to Hiatt Run. Study Point #2 has a drainage area of5.67 acres (DA 2) and drains to an existing adequate storm system and then to an unnamed tributary of Hiatt Run. Study Point #3 has a drainagearea of 11.54 acres (DA 3A, DA 3A1, DA 3A2, DA 3B, DA 3B1, and DA 3B2) and drains to an unnamed tributary of Hiatt Run. Study Point #4 hasa drainage area of 9.80 acres (DA #4) and drains to an existing adequate storm system and then to an unnamed tributary of Hiatt Run. StudyPoint #5 has a drainage area of 3.37 acres (DA #5) and then drains to an unnamed tributary of Hiatt Run.PRE-DEVELOPMENT DRAINAGESITE BOUNDARYDRAINAGE AREA LABELSDRAINAGE DIVIDESDRAINAGE AREAS TO EXISTINGREGIONAL SWM FACILITYSWM LEGEND1-5POST-DEVELOPMENT DRAINAGE:The post-development conditions include single family houses, townhomes, SWM BMP's and associated parking, travel ways and utilities. Thenorthern portion of the site drains northwest to an unnamed tributary of Hiatt Run and then to the existing regional SWM facility. The southern portionof the site drains to the west and south to Hiatt Run.Water Quantity:The reduction of drainage areas 1, 2, and 3 were achieved by the proposed storm sewer system that outfalls to the FEMA Floodplainwhere we reach the 1% rule. Study Point #1 has a drainage area of 13.81 acres (DA 1) and drains to Hiatt Run. The reduction of drainage area wasenough to meet SWM water quantity requirements. Study Point #2 has a drainage area of 2.70 acres (DA 2) and drains to an existing adequate stormsystem and then to an unnamed tributary of Hiatt Run. The reduction of drainage area and using a runoff reduction from onsite BMP’s was enough tomeet SWM water quantity requirements. Study Point #3 has a drainage area of 6.81 acres (DA 3A, DA 3A1, DA 3A2, DA 3B, and DA 3B1) and drainsto an unnamed tributary of Hiatt Run. The reduction of drainage area and using a runoff reduction from onsite BMP’s were enough to meet SWMwater quantity requirements. Study Point #4 has a drainage area of 7.36 acres (DA #4) and drains to an existing adequate storm system and then toan unnamed tributary of Hiatt Run and then to the existing regional SWM facility to meet SWM water quantity requirements. Study Point #5 has adrainage area of 4.70 acres (DA #5) and then drains to an unnamed tributary of Hiatt Run and then to the existing regional SWM facility to meet SWMwater quantity requirements.Water Quality:The Virginia Runoff Reduction Method for New-Development Worksheet v3.0-2013 Standards and Specifications was used to verify compliance of thewater quality control requirements. The required phosphorus reduction for the site is 25.73 lb/yr. The phosphorus reduction was achieved by 12bioretention ponds and purchasing 3.04 lb/yr from an offsite nutrient bank.SCALE: 1" = 150'1500150300POST-DEVELOPMENT DRAINAGEDRAINAGE AREA TOADEQUATE CHANNEL ANDOUTFALL AT 1% RULE12/05/2023 757656244245235235479480119100.0'100.0'25' ROAD BUFFER 12.0'13.0' 16.0' 61.0' 32.0'52.0'35'R35'R32.0'52.0'32.0'52.0'32.0'20.0'120.0'28'R28'RRTC RTC CG-6RCG-611+00 12+00 13+00 14+00 15+00 11+0012+0013+0014+0015+0015+25.796+67.68 11+0012+000+000+501+001+16103.4'20' BRL15' BRL5' BRL10' BRL74.1'GARAGE78.8'40.1'20' BRL15' BRL5' BRL5' BRL61.0'110.0'61.0'20' BRL61.0'GARAGE5' BRL120.0'5' BRL120.0'5' BRL5' BRLGARAGE15' BRL51.0'51.0'GARAGE20' BRL15' BRL51.0'58.4'10' BRL82.3'90.0'90.0'15.5'20.0' 20.0' 20.0' 20.0'90.0'90.0'20.0' 20.0' 31.0' 20.0' 20.0' 31.0' 20' BRL 20' BRL 20.0' 20.0' 20' BRL 10' BRL10' BRL90.0'90.0'90.0'90.0'90.0'35.0'24.0'24.0'35.0'TOWNHOUSELOTS10' BRL90.0'10' BRL90.0'GARAGEGARAGEGARAGE90.3'90.2'31.0'20.0'20.0'20.0'20.0'31.0'20' BRL GARAGE90.6'90.5'20.0'31.0'31.0'20.0'20' BRL TOWNHOUSELOTS 90.0'90.0'1 7 . 9 ' 50.3'52.7'10.0'TYP. 10.0' TYP.16.0'TYP.16.0'TYP.GARAGENO 3 CARGARAGE5' BRL15' BRL96.2'10' BRL20' BRL43.4'38.6'103.1'120.0'5' BRL 57.3'15' BRLCG-6 10' BRL90.0'GARAGEGARAGEGARAGE93.4'91.8'31.0'20.0'20.0'20.0'20.0'31.0'GARAGE94.8'94.5'20.0'20.0'31.0'20.0'GARAGE20.0'31.2'20' BRL20' BRL 20.0'20.0'GARAGE10' BRL90.0'TOWNHOUSELOTS93.0'94.2'10.0'TYP.10.0'TYP.90.7'20.0'GARAGE20.0'GARAGEGARAGEFUNNELROD DRIVE52' ROWBAMBOO SH O O T L A N E HEYFORD DRIVE52' ROWSTOP BARSTOP BARPTPTCG-12CCG-12C112.3'STREETSIGNSTREETSIGNSTOP SIGNSTOP SIGN22.0'12.0'10'R10'R10'R10'RCG-6GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE10' BRL100.9'20' BRL 20' BRL24.0'24.0'24.0'24.0'24.0'35.0'90.1'90.0'90.0'90.5'92.1'94.9'16.0'TYP.35.0'35.0'24.0'24.0'35.0'20' BRL 16.0'TYP.24.0'24.0'24.0'24.1'24.2'35.5'GARAGEGARAGEGARAGEGARAGE8+00 10' BRL85.0'90.0'24.0' 24.0' 24.0' 35.0' 20' BRL 90.0'90.0'35.0' 24.0' 20' BRL TOWNHO U S E LOTS GARAGEGARAGEGARAGEGARAGEGARAGEGARAGE90.0'24.0'90.0'24.0'LOT 237511,126 SFLOT 23746,563 SFLOT 23736,120 SFLOT 2353 LOT 2354 LOT 2355 LOT 2356 LOT 2357 LOT 2358 LOT 2359 LOT 2385LOT 2382 LOT 2383 LOT 2384 3,150 SF2,160 SF2,160 SF3,150 SF3,150 SF 2,160 SF 2,160 SF 2,164 SF 2,190 SF 2,242 SF 3,418 SF LOT 2347 LOT 2346 LOT 2345 LOT 2344 LOT 2343 LOT 2342 3,130 SF 2,160 SF 2,160 SF 2,160 SF 2,160 SF 3,150 SF 16.0' TYP.GARAGELOT 2336 1,800 SF LOT 2335 2,790 SF LOT 2337 1,800 SF LOT 2338 1,800 SF LOT 2339 1,800 SF LOT 2341 2,754 SF LOT 2340 1,800 SFGARAGEGARAGEGARAGEGARAGEGARAGE 22.0'14.224.0' 24.0' LOT 2366 LOT 2376LOT 2381 LOT 2380 LOT 2379 LOT 2378 LOT 2377LOT 2365 LOT 2360LOT 2361LOT 2362LOT 2363LOT 23642,819 SF 2,793 SF2,807 SF 1,813 SF 1,811 SF 1,808 SF 1,805 SF1,849 SF 2,848 SF1,881 SF1,895 SF1,891 SF1,873 SF LOT 2301LOT 2302LOT 23039,540 SF6,744 SF6,710 SF15' GASCORRIDOR15' GAS CORRIDOR15' GAS CORRIDOR15' GAS CORRIDOR 15' GAS C O R R I D O R 15' GAS C O R R I D O R GARAGECG-6 CG-6CG-6 280' SDL280' SDR280' SDL280' SDR 500' SDL 575' SDRFREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.BMP #340'R40'RSTOP SIGNSTREETSIGNSTREETSIGNSTOP BAR35'R 35'R35'R35'RPROP. ROADSTRIPPINGSIGHTDISTANCEESM'TSTORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.280' SDL 280' SDR CG-11 CG-11 CG-9B(TYP)CG-9B(TYP)CG-9B (TYP) CG-9B(TYP)OPEN SPACE5,022 SFOPEN SPACE32,672 SFOPEN SPACE746,666 SFOPEN SPACE746,666 SFOPEN SPACE746,666 SFEX. GASCORRIDORSECTION 22SECTION 23END STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKSSNOWDEN BRIDGE BLVD5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKPROP. ROWPROP. ROW5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKSECTION 22SECTION 23112+00 112+50 113+00 113+50 114+00 114+50 16+00 17+00 13+0014+0014+5015+0016+00 10+0010+5011+0012+0012+50PC280' SD 280' SD DISTANCE FROM PROPOSED CL FUNNELROD DRIVE TO PROPOSED STATESMAN DRIVE CL = 825.2'PROP. ROW5' SIDEWALKSTOP SIGN5' SIDEWALK11+5016+50 15+50 15+17.92 =END SEC 22BEGIN SEC 2310+51.10 =END SEC 22BEGIN SEC 23EX FREDERICKWATER ESMT280' SD280' SD 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" = 30'27GEOMETRY PLANRev. No.Date0208/01/2022STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23603001530SCALE: 1" = 30'MATCH LINE-SHEET 28 MATCH LINE-SHEET 30NOTE:1.THE DESIGN OF THE CURRENT TWO LANES AND FUTUREFOUR LANES OF SNOWDEN BRIDGE BOULEVARD ARESHOWN PER THE ORIGINAL VDOT APPROVED PLAN SETDATED DECEMBER 22, 2006 AND INCLUDE APPROVEDREVISIONS DATED NOVEMBER 22, 2013 AND AUGUST 01,2017.12/05/2023 757624424523523547948011932.0' 52.0'35'R35'R32.0'52.0'35'R35' R 32.0'52.0'32.0'52.0'12+00 13+00 14+00 15+00 17+0 0 18+00 19+00 20+00 14+0015+0015+25.7911+0012+0013+0014+0014+39.60120.0'20' BRL 15' BRL 5' BRL5' BRL61.0' GARAGE 61.0' 20' BRL 15' BRL 5' BRL60.0' GARAGE 66.2' 20' BRL 15' BRL5' BRL5' BRL61.0'120.0'61.0'120.0'120.0'20' BRL 15' BRL5' BRL5' BRL61.0' 61.0'20' BRL15' BRL10' BRL5' BRL48.9'118.0'GARAGE84.7'94.2 ' 3 4 . 2 ' 103.4'20' BRL15' BRL5' BRL10' BRL74.1'GARAGE78.8'40.1'20' BRL15' BRL5' BRL5' BRL61.0'122.0'GARAGE60.9'20' BRL15' BRL5' BRL83.6'GARAGE65.0'5' BRL20' BRL15' BRL5' BRL5' BRL61.0'110.0'61.0'20' BRL15' BRL5' BRL61.0'GARAGE61.0'5' BRL20' BRL15' BRL5' BRL61.0'GARAGE61.0'5' BRL110.0'20' BRL15' BRL5' BRL61.2'GARAGE61.0'5' BRL110.0'114.5'5' BRL20' BRL15' BRL10' BRL48.1'GARAGE73.30'44.4'93.7'GARAGE 15' BRL52.0' 51.0'110.0'5' BRL5' BRL5' BRL20' BRL 120.0'GARAGE20' BRL15' BRL5' BRL5' BRL120.0'60.9'59.1'120.0'5' BRL5' BRL120.0'5' BRL5' BRLGARAGE20' BRL15' BRL51.0'51.0'GARAGE20' BRL15' BRL51.0'58.4'GARAGE47.7'5' BRL15' BRL68.6'5' BRL120.0'120.0 '20' BRLGARAGE47.7'15' BRL5' BRL20' BRL47.7'5' BRL123.7' 20' BRL 10' BRL10' BRL90.0'90.0'90.0'90.0'90.0'35.0'24.0'24.0'35.0' TOWNHOUSE LOTS10' BRL90.0'10' BRL90.0'GARAGEGARAGEGARAGE90.3'90.2'31.0'20.0'20.0' 20.0'20.0'31.0' 20' BRL GARAGE90.6'90.5'20.0'31.0' 31.0'20.0' 20' BRL TOWNHOUSE LOTS 50.3' 52.7' 10.0' TYP.16.0'TYP.16.0'TYP.16.0' TYP.16.0'TYP.16.0'TYP.GARAGENO 3 CARGARAGE5' BRL15' BRL96.2'10' BRL20' BRL43.4'38 .6 '103.1'109.3'GARAGEGARAGE1 2 0 . 1 ' 5' B R L 5' B R L 12 0 . 0 ' 5' B R L 52.0'57.3'15' BRL15' BRL10' BRL90.0'GARAGEGARAGEGARAGE93.4'20.0' 31.0'GARAGE94.8'94.5'20.0' 20.0' 20.0' 20.0' 31.2' 20.0' 20.0' TOW N H O U S E LOTS94.2'10.0' TYP.90.7'20.0'GARAGE20.0' GARAGE GARAGE GARAGESAPPHIRE STREET52' ROWHEYFORD DRIVE 52' ROW STOP BARSTOP BARSTOP BARSECTION 22SECTION 23PTPTPCPTPTCG-12CCG-12CCG-12CCG-12C112.3'STOP SIGNSTREETSIGNSTREETSIGNSTOP SIGNSTOP SIGN12.0'10'R10'RNO 3 CARGARAGEGARAGEGARAGE10' BRL100.9'20' B R L 20' B R L 24.0' 35.0'94.9'35.0'24.0'24.0'35.0' 20' BRL 16.0' TYP. 24.1' 24.2' 35.5'GARAGEGARAGEGARAGEGARAGELOT 23718,807 SFLOT 237511,126 SF9,976 SF8,993 SFLOT 23136,913 SFLOT 23126,913 SFLOT 23746,563 SFLOT 23736,120 SFLOT 23727,190 SF7,305 SF9,193 SFLOT 23075,865 SFLOT 23087,320 SFLOT 2309 7,320 SF LOT 2310 7,320 SF LOT 2311 7,562 SF LOT 2 3 5 8 LOT 2 3 5 9 LOT 2385LOT 2382 LOT 2383 LOT 2384 3,150 SF2,160 SF2,160 SF3,150 SF 2,24 2 S F 3,41 8 S F LOT 2371LOT 2368LOT 2367LOT 2370LOT 2369LOT 2376LOT 2381 LOT 2380 LOT 2379 LOT 2378 LOT 2377 LOT 2 3 6 0 LOT 2 3 6 1 LOT 2 3 6 2 LOT 2 3 6 3 LOT 2 3 6 4 2,793 SF2,807 SF 1,813 SF 1,811 SF 1,808 SF 1,805 SF2,848 S F 1,881 S F 1,895 S F 1,891 S F 1,873 S F LOT 2306LOT 2305LOT 2301LOT 2302LOT 2303LOT 23048,665 SF6,804 SF9,540 SF6,744 SF6,710 SF6,710 SF10' GASCORRIDOR15' GASCORRIDOR10' GASCORRIDOR15' GASCORRIDOR15' G A S C O R R I D O R 15' G A S C O R R I D O R GARAGE6' PRIVATE TRAIL6' PRIVATE TRAIL6' PRIVATE TRAIL3' MAX HEIGHT RET. WALLCG-6 CG-6 280' SDL 280' SDR SDL 280'SDRFREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.BMP #2STREETSIGNSTOP BAR35 ' R 35'R3 5 'R35'RSIGHTDISTANCEESM'TSTORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.280' S D L 280' SDR CG-11 CG-11CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9BCG-9B (TYP)OPEN SPACE5,022 SFOPEN SPACE32,672 SFOPEN SPACE746,666 SFOPEN SPACE746,666 SFOPEN SPACE746,666 SFEX. GASCORRIDORSECTION 22SECTION 235' SIDEWALKPROP. ROWPROP. ROW5' SIDEWALK 5' SIDEWALK SECTION 22SECTION 23SECTION 22SECTION 2316+00 17+00 18+0010+0010+5011+00PC5' SIDEWALK5' S IDEWALK 280' SD 280' SDPROP. ROWPROP. ROWPROP. ROW5' SIDEWALKSTOP SIGN5' SIDEWALK16+50 15+17.92 =END SEC 22BEGIN SEC 2310+51.10 =END SEC 22BEGIN SEC 23ALABASTER LANE52' ROW15' GAS CORRIDORSTORMDRAINAGEESMT.280' SD 280' SD 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" = 30'28GEOMETRY PLANRev. No.Date0208/01/2022STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23603001530SCALE: 1" = 30'MATCH LINE-SHEET 27MATCH LINE-SHEET 2912/05/2023 565712812823523547948032.0' 52.0'35'R35'R32.0'52.0'35'R35'R32.0' 52.0' 32.0' 52.0' 10+0 0 11+0 0 12+00 13+00 11+0012+0013+0014+0015+0016+0017+0 0 18+00 14+0015+0015+25.795' B R L 5' SIDEWALK12 0 . 0 ' 20' BRL 15' BRL 60.0' GARAGE 66.2'20' BRL15' BRL5' BRL83.6'GARAGE20' BRL15' BRL5' B R L 61.0'120 . 0 'GARAGE61.0'5' B R L 120 . 0 '20' BRL15' BRL5' B R L 61.0'GARAGE61.0'5' B R L 5' B R L 120 . 0 '20' BRL15' BRL5' B R L 61.0'GARAGE61.3'120. 0 ' 120.0'20' BRL15' BRL5' BR L 59.0'GARAGE72.3'5' B R L 5' BR L 5' BRLGARAGE47.7'5' BRL15' BRL68.6'5' BRL120.0'120.0 '20' BRLGARAGE47.7'15' BRL68.5'5' BRL5' BRL20' BRL120.0 'GARAGE20' BRL15' BRL68.5'47.7'GARAGE20' BRL15' BRL68.5'47.7'GARAGE20' BRL15' BRL68.5'47.7'5' BRL 5 ' BR L 5 ' BR L 5' B R L 5' B R L 5' B R L 1 2 0 . 0 ' 1 2 0 . 0 '5' BRL123.7'10' BRL90.0'20' BRL 90.6'31.0' 31.0' 20' BRL 52.7'16.0'TYP.16.0'TYP.16.0'TYP.109.3'GARAGE91.44'GARAGE1 2 0 . 1 ' 5' B R L 5' B R L20' BRL12 0 . 0 ' 5' B R L 52.0'57.3'15' BRL15' BRLCG- 6 10' BRL90.0'GARAGEGARAGEGARAGE93.4'91.8'31.0' 20.0' 20.0' 20.0' 20.0' 31.0'GARAGE94.8'94.5'20.0' 20.0' 31.0' 20.0'GARAGE20.0' 31.2' 20' B R L 20' B R L 20.0' 20.0'GARAGE10' BRL90.0'TOWN H O U S E LOTS93.0'94.2'10.0' TYP. 10.0' TYP.90.7'20.0'GARAGE20.0'GARAGEGARAGEFUNNELROD DRIVESAPPHIRE STREET52' ROWSTOPBARSTOP BARSTOP BARPTPCPTPCPTPTCG-12CCG-12CCG-12CSTOP SIGNSTREETSIGNSTOP SIGN12.0'10'R10'R20' BRL61.0'GARAGE120 . 0 '15' BRL61.0'5' B R L GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE10' BRL100.9'10' BRL90.0'TOW N H O U S E LOT S 20' B R L 20' B R L 35.0' 24.0' 24.0' 24.0' 24.0' 24.0' 35.0'90.1'90.0'90.0'90.5'92.1'94.9'16.0' TYP. 35.0' 24.0' 24.0' 24.0' 24.1' 24.2' 35.5' 10' B R L 90.0 '35.0'24.0'35.0'20' BRL20' BRLGAR A G E GAR A G E 92.7'LOT 23177,320 SF9,976 SF8,993 SFLOT 23136,913 SFLOT 23146,914 SFLOT 23156,914 SFLOT 23166,914 SFLOT 23126,913 SFLOT 23217,824 SF9,193 SFLOT 2311 7,562 SF LOT 23187,320 SFLOT 23197,320 SFLOT 23207,333 SFLOT 2 3 5 3 LOT 2 3 5 4 LOT 2 3 5 5 LOT 2 3 5 6 LOT 2 3 5 7 LOT 2 3 5 8 LOT 2 3 5 9 3,15 0 S F 2,16 0 S F 2,16 0 S F 2,16 4 S F 2,19 0 S F 2,24 2 S F 3,41 8 S F 2,244 SF3,197 SFLOT 2352LOT 2351LOT 2368LOT 2367LOT 2369LOT 2 3 6 6 LOT 2381 LOT 2380 LOT 2 3 6 5 LOT 2 3 6 0 LOT 2 3 6 1 LOT 2 3 6 2 LOT 2 3 6 3 LOT 2 3 6 4 2,819 S F 2,807 SF 1,813 SF 1,849 S F 2,848 S F 1,881 S F 1,895 S F 1,891 S F 1,873 S F15' GAS CORRIDOR15' G A S C O R R I D O R 15' G A S C O R R I D O R 15' G A S C O R R I D O R15' GAS CORRIDOR20' PUBLIC TRAIL EASEMENT6' PRIVATE TRAIL6' PRIVATE TRAIL50.9' CG- 6 280' SDL 280' SDR 280' SDL280' SDRFREDERICKWATER ESMT.FREDERICKWATER ESMT.BMP #2BMP #3BMP #1STREETSIGNSTOP BARSIGHTDISTANCEESM'TSIGHTDISTANCEESM'TSTORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.280' S D L CG-11CG-11CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)OPEN SPACE746,666 SFOPEN SPACE746,666 SFSTORMDRAINAGEESMT.5' SIDEWALKPROP. ROW5' SIDEWALK5' SIDEWALK5' SIDEWALKCG-12C5' SIDEWALK15' GAS CORRIDORSTORMDRAINAGEESMT.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" = 30'29GEOMETRY PLANRev. No.Date0208/01/2022STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23603001530SCALE: 1" = 30'MATCH LINE-SHEET 28MATCH LINE-SHEET 3012/05/2023 X XXXXXXXXXXXX X X X XXXXXXXX565712812887 86 18 18 25' ROAD BUFFER32.0'52.0'35'R35'R35'R35'R32.0'52.0'32.0'52.0'26.0'40.0'26.0'40.0'25.1' 147.0'110.0'24.0' 20.0'9.0'CG-2RTC RTC RTC RTC RTC RTC RTC CG-6CG-628'R28'R10+00 11+00 12+00 9+8011+0012+0013+0014+009+00 10+00 10+50 11+0011+50 12+00 5' BRL 5' SIDEWALK20' BRL15' BRL5' BRL 61.0'120.0'GARAGE61.0'5' BRL 120.0'20' BRL15' BRL5' BRL 61.0'GARAGE61.0'5' BRL5' BRL 120.0'20' BRL15' BRL5' BRL 61.0'GARAGE61.3'120.0'120.0'20' BRL15' BRL5' BRL 59.0'GARAGE72.3'20' BRL15' BRL10' BRL 58.6'104.4'5' BRL5' BRL 43.6'94.4'10' BRL82.3'90.0'90.0'15.5'20.0' 20.0' 20.0' 20.0' 31.0'90.0'90.0'20.0' 20.0' 31.0' 20.0' 20.0' 31.0' 20' BRL 20' BRL 20.0' 20.0'10' BRL90.0'90.0'90.0'10' BRL89.6'GARAGEGARAGEGARAGE90.0'90.0'31.0'20.0' 20.0' 20.0' 20.0' 31.0'GARAGE90.0'90.0'20.0' 20.0' 31.0' 20.0'GARAGE20.0' 31.0' 20' BRL 20' BRL 20.0' 20.0'GARAGE10' BRL90.0'TOWNHO U S E LOTS90.0'90.0'1 7 . 9 '10' BRL90.0'10' BRL90.0'90.0'90.0'31.0'20.0'20.0' 20.0'20.0' 31.0' 20' BRLGARAGE90.0'90.0'20.0' 31.0' 31.0' 20.0' 20' BRL TOWNHOU S E LOTS 63.2'50.1'GARAGE42.0'GARAGE10.0' TYP. 10.0' TYP. 10.0' TYP. 10.0' TYP.16.0'TYP.120.0'5' BRLCG-6 GARAGE91.8'31.0'20.0'20.0'20.0'GARAGE94.8'20.0'20.0'31.0'20.0'GARAGE20.0'20' BRL20' BRL 20.0'20.0'GARAGE10' BRL90.0'93.0'94.2'10.0'TYP.GARAGEBAMBOO SH O O T L A N E (PRIVATE )STOPBARSTOPBARPCPTPCPTCG-12CCG-12CCG-12CCG-12CSTOP SIGNSTOP SIGNSTREETSIGNSTREETSIGN20' BRL61.0'GARAGE120.0'15' BRL61.0'5' BRL GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE10' BRL90.0'TOWNHOUSELOTS 20' BRL 20' BRL35.0'24.0'24.0'24.0'24.0'24.0'35.0'90.1'90.0'90.0'90.5'92.1'94.9'16.0'TYP.35.0'24.0'24.0'24.0'24.1'24.2'GARAGE10' BRL90.0' 93.5'35.0'24.0'24.0'24.0'35.0'20' BRL94.2' 94.5'35.0'35.0'24.0'20' BRLTOWNHOUSELOTSGARAGE GAR A G E GARAGE GAR A G E GAR A G E24.0'92.7'24.0'10' B R L 90.0 ' 8+0010' BRL90.0'90.0'35.0' 24.0' 24.0' 24.0' 35.0' 20' BRL 90.0'90.0'35.0' 24.0' 20' BRL TOWNHO U S E LOTS GARAGEGARAGEGARAGEGARAGEGARAGEGARAGE90.0'24.0'90.0'24.0'LOT 232211,238 SFLOT 23177,320 SFLOT 23217,824 SFLOT 2324 1,800 SF LOT 2325 1,800 SF LOT 2327 2,790 SF LOT 2326 1,800 SF LOT 2329 1,800 SF LOT 2328 2,787 SF LOT 2330 1,800 SF LOT 2334 2,790 SF LOT 2333 1,800 SF LOT 2332 1,800 SF LOT 2331 1,800 SFLOT 23187,320 SFLOT 23197,320 SFLOT 23207,333 SFLOT 2323 2,790 SF LOT 2353 LOT 2354 LOT 2355 LOT 2356 LOT 2357 LOT 2358 LOT 23593,150 SF 2,160 SF 2,160 SF 2,164 SF 2,190 SF 2,242 SF 3,418 SF LOT 2347 LOT 2346 LOT 2345 LOT 2344 LOT 2343 LOT 2342 3,130 SF 2,160 SF 2,160 SF 2,160 SF 2,160 SF 3,150 SF3,220 SF2,258 SF2,266 SF2,244 SF3,197 SF16.0' TYP.16.0'TYP.GARAGEGARAGETOWNHO U S E LOTS LOT 2336 1,800 SF LOT 2335 2,790 SF LOT 2337 1,800 SF LOT 2338 1,800 SF LOT 2339 1,800 SF LOT 2341 2,754 SF LOT 2340 1,800 SFGARAGEGARAGEGARAGEGARAGEGARAGE 22.0'14.224.0' 24.0'LOT 2352LOT 2351LOT 2350LOT 2349LOT 2348LOT 2366 LOT 2365 LOT 2362LOT 2363LOT 23642,819 SF 1,849 SF 1,895 SF1,891 SF1,873 SF15' GAS CORRIDOR15' GAS CORRIDOR15' GAS CORRIDOR15' GAS CORRIDOR 15' GAS C O R R I D O R 15' GAS CORRIDOR15' GAS C O R R I D O R 15' GAS C O R R I D O R 15' GAS C O R R I D O R 15' GAS CO R R I D O R 15' GAS CORRIDOR15' GAS CO R R I D O R 15' GAS CO R R I D O R 50.9'CG-6 GARAGEGARAGEGARAGE280' SDL280' S D L SDR FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.BMP #3BMP #4PROP. ACCESSESMT.SIGHTDISTANCEESM'TSIGHTDISTANCEESM'TSIGHTDISTANCEESM'TSTORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.280' SDL 5'R5 ' R 4'R4 'RCG-11CG-11 CG-9B(TYP)CG-9B(TYP)CG-9B (TYP) CG-9B (TYP)OPEN SPACE746,666 SFEND STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKS5' SIDEWALKCG-12C5' SIDEWALKEX FREDERICKWATER ESMTSIGHTDISTANCEESM'TSTOPBARSTOP SIGNCG-6R151 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" = 30'30GEOMETRY PLANRev. No.Date0208/01/2022STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23603001530SCALE: 1" = 30'MATCH LINE-SHEET 27MATCH LINE-SHEET 29 NOTE:1.THE DESIGN OF THE CURRENT TWO LANES AND FUTUREFOUR LANES OF SNOWDEN BRIDGE BOULEVARD ARESHOWN PER THE ORIGINAL VDOT APPROVED PLAN SETDATED DECEMBER 22, 2006 AND INCLUDE APPROVEDREVISIONS DATED NOVEMBER 22, 2013 AND AUGUST 01,2017.12/05/2023 SSSSSSSSSSSSSSSS S SSSS SSSSSARVSSSSSSSSSSSSSWMWMWMWMWM WM WMWMWMWMWM WMWMWMWMWMWMWMWMWMWMWMWMWMWM WM WM WMWMWMWMWMWMWMWM WM WM WM WM WM WMSSSSSSSSS S SWWWWW W W WWWWWWARV11+00 12+00 13+00 14+00 15+00 11+0012+0013+0014+0015+0015+25.796+67.68 11+000+000+501+001+16PTPT8+00 LOT 2375LOT 2374LOT 2373LOT 2353 LOT 2354 LOT 2355 LOT 2356 LOT 2357 LOT 2358 LOT 2359 LOT 2385LOT 2382 LOT 2383 LOT 2384 LOT 2347 LOT 2346 LOT 2345 LOT 2344 LOT 2343 LOT 2342 LOT 2336 LOT 2335 LOT 2337 LOT 2338 LOT 2339 LOT 2341 LOT 2340 LOT 2366 LOT 2376LOT 2381 LOT 2380 LOT 2379 LOT 2378 LOT 2377LOT 2365 LOT 2360LOT 2361LOT 2362LOT 2363LOT 2364 LOT 2301LOT 2302LOT 230315' GASCORRIDOR15' GAS CORRIDOR15' GAS CORRIDOR15' GAS CORRIDOR 15' GAS C O R R I D O R 15' GAS C O R R I D O RBMP #3STORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.EX. GASCORRIDORSECTION 22SECTION 23END STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKSSECTION 22SECTION 23112+00 112+50 113+00 113+50 114+00 114+50 16+00 17+00 13+0014+0014+5015+0016+00 10+0010+5011+0012+0012+50PC11+5016+50 15+50 EX FREDERICKWATER ESMT115116116C116D114109A109113117113A109D109E173172EX 87B1B6B7B13B01STREETLIGHTUD-4(TYP)8" TEE3-8" G.V.FIRE HYD.ASS'YFIRE HYD.ASS'YFIRE HYD.ASS'YFREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.STREETLIGHTFUNNELROD DRIVEBAMBOO SH O O T L A N E HEYFORD DRIVEHEYFORD DRIVE CONNECT TO EX WL ANDSANITARY CONSTRUCTEDW/ SECTION 21 (SUBMITTEDUNDER SEPARATE PLANS)**WM(TYP.)SAN LAT(TYP.)UD-4(TYP)AIR RELEASEVALVE WITH SKIDPAD (SEE NOTE)CONNECT TOWM FROMSEC. 22CONNECT TOWM FROMSEC. 22CONNECT TOWM FROMSEC. 22SNOWDEN BRIDGE BLVD200' R200' R526' R350' REX. SAN LATCONSTRUCTEDWITH SEC. 22151 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" = 30'31UTILITY PLANRev. No.Date0407/06/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23 **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 34MATCH LINE-SHEET 32 (*) A 25' PREBLAST ZONE SHALLBE REQUIRED FOR FUTURECONNECTIONS AS NEEDEDPER FREDERICK WATER'SINSPECTOR.NOTE:1.CONTRACTOR SHALL ORIENT ARV VALVE TO PLACE COVER OUT OFSIDEWALK AS PRACTICAL.2.CONTRACTOR TO VERIFY INVERTS OF STORM SEWER CONSTRUCTEDWITH SECTION 22 AND NOTIFY GREENWAY ENGINEERING OFDISCREPANCIES.3.DRY UTILITIES SHALL NOT BE PLACED PARALLEL WITHIN FREDERICK WATEREASEMENTS, ONLY CROSSINGS ARE PERMITTED.4.DRY UTILITIES SHALL NOT CROSS FREDERICK WATER'S PORTION OF THEWATER SERVICE OR SEWER LATERALS (TYP.)12/05/2023 S S S S S S S SSWM WMWMWM WMWMWMWMWMWMWM WM WM WM WMWMWMWMWM WMWMWM WM WM WM WM WM WM WWWWWWWWWMWMWMWMARVSS S S S S S SSSSS S S W W W W W W WWWWWWWARV12+00 13+00 14+00 15+00 17+0 0 18+00 19+00 20+00 14+0015+0015+25.7911+0012+0013+0014+0014+39.60SECTION 22SECTION 23PTPTPCPTPTLOT 2371LOT 2375LOT 2313LOT 2312LOT 2374LOT 2373LOT 2372LOT 2307LOT 2308LOT 2309 LOT 2310 LOT 2311 LOT 2 3 5 7 LOT 2 3 5 8 LOT 2 3 5 9 LOT 2385LOT 2382 LOT 2383 LOT 2384 LOT 2371LOT 2368LOT 2367LOT 2370LOT 2369LOT 2376LOT 2381 LOT 2380 LOT 2379 LOT 2378 LOT 2377 LOT 2 3 6 0 LOT 2 3 6 1 LOT 2 3 6 2 LOT 2 3 6 3 LOT 2 3 6 4 LOT 2306LOT 2305LOT 2301LOT 2302LOT 2303LOT 230410' GASCORRIDOR15' GASCORRIDOR10' GASCORRIDOR15' GASCORRIDOR15' G A S C O R R I D O R 15' G A S C O R R I D O R 6' PRIVATE TRAIL6' PRIVATE TRAIL6' PRIVATE TRAIL3' MAX HEIGHT RET. WALLCG-6 CG-6BMP #2STORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.EX. GASCORRIDORSECTION 22SECTION 23SECTION 22SECTION 23SECTION 22SECTION 2316+00 17+00 18+0010+0010+5011+00PC16+50 15+17.92 =END SEC 22BEGIN SEC 2310+51.10 =END SEC 22BEGIN SEC 2315' GAS CORRIDORSTORMDRAINAGEESMT.WMWMWM WMWM114153155153A154109D109EB6B7B13B11B10B12B9B9-1STREETLIGHT FIRE HYD. ASS'Y(SEC 22)UD-4(TYP)FIRE HYD.ASS'YFIRE HYD.ASS'Y8" TEE3-8" G.V.FIRE HYD.ASS'YFREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.STREETLIGHTAIR RELEASEVALVE WITH SKIDPAD (SEE NOTE)ALABASTER LANESAPPHIRE STREETHEYFORD DRIVE HEYFORD DRIVE UD-4(TYP)AIR RELEASEVALVE WITH SKIDPAD (SEE NOTE)45° BEND, 6"REDUCER,1-6" GVCONNECT TOWM FROMSEC. 22CONNECT TOWM FROMSEC. 22**WM(TYP.)SAN LAT(TYP.)526' R350' R376' R200' R151B151CEX. SAN LATCONSTRUCTEDWITH SEC. 22151 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" = 30'32UTILITY PLANRev. No.Date0407/06/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23 **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 31MATCH LINE-SHEET 33NOTE:1.CONTRACTOR SHALL ORIENT ARV VALVE TO PLACE COVER OUT OFSIDEWALK AS PRACTICAL.2.CONTRACTOR TO VERIFY INVERTS OF STORM SEWER CONSTRUCTEDWITH SECTION 22 AND NOTIFY GREENWAY ENGINEERING OFDISCREPANCIES.3.DRY UTILITIES SHALL NOT BE PLACED PARALLEL WITHIN FREDERICK WATEREASEMENTS, ONLY CROSSINGS ARE PERMITTED.4.DRY UTILITIES SHALL NOT CROSS FREDERICK WATER'S PORTION OF THEWATER SERVICE OR SEWER LATERALS (TYP.)12/05/2023 WM WMWMWMWMWMWMWMWMWM WMWM WM WM WM WM WM WM WM WMWM WM WM WM WM WM WM WM WM WM WWWWWWWWWWWWWWARVSSSSSSSSS S SSSSS W W W W 10+0 0 11+0 0 12+00 13+00 11+0012+0013+0014+0015+0016+0017+0 0 18+00 14+0015+0015+25.79CG- 6 PTPCPTPCPTPTLOT 2317LOT 2313LOT 2314LOT 2315LOT 2316LOT 2312LOT 2321LOT 2311 LOT 2318LOT 2319LOT 2320LOT 2 3 5 3 LOT 2 3 5 4 LOT 2 3 5 5 LOT 2 3 5 6 LOT 2 3 5 7 LOT 2 3 5 8 LOT 2 3 5 9 LOT 2352LOT 2351LOT 2368LOT 2367LOT 2369LOT 2 3 6 6 LOT 2381 LOT 2380 LOT 2 3 6 5 LOT 2 3 6 0 LOT 2 3 6 1 LOT 2 3 6 2 LOT 2 3 6 3 LOT 2 3 6 415' GAS CORRIDOR15' G A S C O R R I D O R 15' G A S C O R R I D O R 15' G A S C O R R I D O R15' GAS CORRIDOR20' PUBLIC TRAIL EASEMENT6' PRIVATE TRAIL6' PRIVATE TRAILCG- 6 BMP #2BMP #3BMP #1STORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.15' GAS CORRIDORSTORMDRAINAGEESMT.WM WMWM100101102103104105A150114112111109C109A109110108113107106105151A109B152151109D109EB5B6B9B8B9-1FIRE HYD.ASS'YFIRE HYD.ASS'Y8" TEE3-8" G.V.FREDERICKWATER ESMT.FREDERICKWATER ESMT.STREETLIGHTAIR RELEASEVALVE WITH SKIDPAD (SEE NOTE)SAPPHIRE STREETSAPPHIRE STREETHEYFORD DRIVE200° R526' R276' R526' R151B151C**WM(TYP.)SAN LAT(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, WV1" = 30'33UTILITY PLANRev. No.Date0407/06/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23**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 32MATCH LINE-SHEET 34NOTE:1.CONTRACTOR SHALL ORIENT ARV VALVE TO PLACE COVER OUT OFSIDEWALK AS PRACTICAL.2.CONTRACTOR TO VERIFY INVERTS OF STORM SEWER CONSTRUCTEDWITH SECTION 22 AND NOTIFY GREENWAY ENGINEERING OFDISCREPANCIES.3.DRY UTILITIES SHALL NOT BE PLACED PARALLEL WITHIN FREDERICK WATEREASEMENTS, ONLY CROSSINGS ARE PERMITTED.4.DRY UTILITIES SHALL NOT CROSS FREDERICK WATER'S PORTION OF THEWATER SERVICE OR SEWER LATERALS (TYP.)12/05/2023 X XXXXXX X X X XXXXXXXXWMWMWMWM WM WM WM WM WM WM WM WM WM WMWM WM WMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWM WM WM WM WM WMWWWWWWWWW SSSSSSSSSSSSSSSSSSSW W WWWWWWWW10+00 11+00 12+00 9+8011+0012+0013+0014+009+00 10+00 10+50 11+0011+50 12+00 CG-6PCPT PCPT8+00LOT 2322LOT 2317LOT 2321LOT 2324 LOT 2325 LOT 2327LOT 2326 LOT 2329 LOT 2328 LOT 2330 LOT 2334 LOT 2333 LOT 2332 LOT 2331LOT 2318LOT 2319LOT 2320LOT 2323 LOT 2 3 5 3 LOT 2 3 5 4 LOT 2 3 5 5 LOT 2 3 5 6 LOT 2 3 5 7 LOT 2 3 5 8 LOT 2 3 5 9 LOT 2347 LOT 2346 LOT 2345 LOT 2344 LOT 2343 LOT 2342 LOT 2336 LOT 2335 LOT 2337 LOT 2338 LOT 2339 LOT 2341 LOT 2340LOT 2352LOT 2351LOT 2350LOT 2349LOT 2348LOT 2366 LOT 2365 LOT 2361LOT 2362LOT 2363LOT 236415' GAS CORRIDOR15' GAS CORRIDOR 15' G A S C O R R I D O R 15' G A S C O R R I D O R 15' GAS C O R R I D O R 15' GAS CORRIDOR15' GAS C O R R I D O R 15' GAS C O R R I D O R 15' GAS C O R R I D O R 15' GAS CO R R I D O R 15' GAS CORRIDOR15' GAS CO R R I D O R 15' GAS CO R R I D O R CG-6 BMP #3BMP #4STORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.END STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKSEX FREDERICKWATER ESMTWMWM112111109A109110108113107106113A173174164163162161160172B2B4B3B58" TEE3-8" G.V.FIRE HYD.ASS'Y6" REDUCER,1-6" GV, FIREHYD. ASS'Y8" TEE3-8" G.V.FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.STREETLIGHTSTREETLIGHTSTREETLIGHTBAMBOO SH O O T L A N E BAMBOO SHOOT L A N E SAPPHIRE STREET**WM(TYP.)SAN LAT(TYP.)200° R526' R526' R151 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" = 30'34UTILITY PLANRev. No.Date0407/06/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23**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 31MATCH LINE-SHEET 33 NOTE:1.CONTRACTOR SHALL ORIENT ARV VALVE TO PLACE COVER OUT OFSIDEWALK AS PRACTICAL.2.CONTRACTOR TO VERIFY INVERTS OF STORM SEWER CONSTRUCTEDWITH SECTION 22 AND NOTIFY GREENWAY ENGINEERING OFDISCREPANCIES.3.DRY UTILITIES SHALL NOT BE PLACED PARALLEL WITHIN FREDERICK WATEREASEMENTS, ONLY CROSSINGS ARE PERMITTED.4.DRY UTILITIES SHALL NOT CROSS FREDERICK WATER'S PORTION OF THEWATER SERVICE OR SEWER LATERALS (TYP.)12/05/2023 62 627.63662.17 SSSSSSSSSSSSSSSS S S SSSS SSSSSARVSSSSSSSSSSSSSWMWMWMWMWM WM WMWMWMWMWM WMWMWMWMWMWMWMWMWMWMWMWMWMWM WM WM WMWMWMWMWMWMWMWM WM WM WM WM WM WM116C116D109A113A109D109E173172SSSSSSSSS S SWWWWW W W WWWWWWARV11+00 12+00 13+00 14+00 15+00 11+0012+0013+0014+0015+0015+25.796+67.68 11+000+000+501+001+16GARAGEGARAGEGARAGEGARAGETOWNHOUSELOTSGARAGEGARAGEGARAGEGARAGETOWNHOUSELOTS GARAGENO 3 CARGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGETOWNHOUSELOTS GARAGEGARAGEGARAGEPTPTGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE8+00 TOWNHO U S E LOTS GARAGEGARAGEGARAGEGARAGEGARAGEGARAGELOT 2375LOT 2374LOT 2373LOT 2354 LOT 2355 LOT 2356 LOT 2357 LOT 2358 LOT 2359 LOT 2385LOT 2382 LOT 2383 LOT 2384 LOT 2347 LOT 2346 LOT 2345 LOT 2344 LOT 2343 LOT 2342 GARAGELOT 2336 LOT 2337 LOT 2338 LOT 2339 LOT 2341 LOT 2340GARAGEGARAGEGARAGEGARAGEGARAGELOT 2366 LOT 2376LOT 2381 LOT 2380 LOT 2379 LOT 2378 LOT 2377LOT 2365 LOT 2360LOT 2361LOT 2362LOT 2363LOT 2364 LOT 2301LOT 2302LOT 2303GARAGEBMP #3SECTION 22SECTION 23END STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKS112+00 112+50 113+00 113+50 114+00 114+50 115+00 16+00 17+00 13+0014+0014+5015+0016+00 10+0010+5011+0012+0012+50PC11+5016+50 15+50 EX FREDERICKWATER ESMT2952OLR2929OLR231 532830 432032 230 435434435334 435034 435733 734 333 734732 332 730 631 030 031 329 330 628 629 927 029 327 328 426 315TC314CL2934TC2945TC2945TC2450TOP2400TOP2550TOP2200TOPTOP233OLR2300TOP2939LP317TC317TC337TC313TC342CL342TC342TC331TC331TC33131130431633132331531532029231534634434435435435434435434533834734733832234731334335334135334434435335334234635333035333135333133135335332132131 0313305292284281274275264277260 32 2344313313300 23031630 5319299319292312284305276299269292319319312305299296 317TC320TC308TC305TC27521532 4 30 8 32 4 30 6 31 7 30 4 31 7 30 2 31 0 30 0 31 0 31 7 31 7 29 8 29 6294 31 0 28 6 32 4 32 4 28 7 30 9 31 8 30 7 31 8 30 5 31 8318 30 3301 31 1 29 0 31 8 30 1 31 3 31 8 31 8318 31 1 30 0 30 0 30 0 30 0 32 4 29 9 30 0 31 1 31 1 314TC275219325303260215324249249318310316300241300307282340313318302310232SLAB=636.63SLAB=636.63SLAB=635.96SLAB=635.96SLAB=635.29SLAB=635.29SLAB=628.88 SLAB=629.55 SLAB=631.56 SLAB=632.23 SLAB=632.90SLAB=630.22 SLAB=630.89 633.80 FF624.60 BFW/O634.60 FF625.40 BFW/O634.74 FF625.54 BFW/O635.29 FF626.09 BF634.16 FF624.96 BF633.34 FF624.14 BFSLAB=635.92SLAB=635.92SLAB=635.92SLAB=635.92SLAB=632.46SLAB=632.46SLAB=631.79SLAB=631.12SLAB=630.45SLAB=629.78 SLAB= 632.96 SLAB= 632.41 SLAB= 632.41 SLAB= 632.41 SLAB= 632.41 SLAB= 631.74 SLAB= 631.74 SLAB= 632.96 SLAB= 632.29 SLAB= 632.29 SLAB= 631.62 SLAB= 631.62 4.3%4.7%3.6%3.5%5.0%6.5%8.5%8.0%3.9%4.0%6.2%6.0%5.3%7.1%6.6%5.8%6.1%5.8%6.5%6.2%8.0%9.0%8.5%8.7%7.7%7.6%6.4%4.4%6.5%6.8%5.5%6.3%4.1%4.0%4.4%5.5%5.7%4.1%4.5%5.6%6.6%630626 626 628 630 626 628 630628630630632632 634632634634632630632634630634 630630628630626624626 624 623630628626624 626624628630 63263063 0 624626622628 624 626 622 628 630 628 634632634624626628622630 630624626622624626628630 626628630 624622618620626630628624632632626628624626624632 2974HP2668TC2604TC2626TC2576TC2565CL2673CL2658CL298TC2976TC6286 2 8 6 2 6 6326306282625630 EDELWEISS PLACEHEYFORD DRIVE52' ROW (PRIVATE)FUNNELROD DRIVE52' ROWBAMBOO SH O O T L A N E HEYFORD DRIVE52' ROWHEYFORD DRIVE52' ROW LIMITS OF DISTURBANCE151 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" = 30'35GRADING PLANRev. No.Date0509/29/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23 MATCH LINE-SHEET 36 MATCH LINE-SHEET 38NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).12/05/2023 627. 63 S S S S S S S SSWM WMWMWM WMWMWMWMWMWMWM WM WM WM WMWMWMWMWM WMWMWM WM WM WM WM WM WWWWWWWWMWMWMWMARV153155153A154109D109E151B151CSS S S S S S SSSSS S S W W W W W W WWWWWWWARV12+00 13+00 14+00 15+00 17+0 0 18+00 19+00 20+00 14+0015+0015+25.7911+0012+0013+0014+0014+39.60 GARAGE GARAGE GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE GARAGEGARAGEGARAGEGARAGEGARAGEGARAGETOWNHOUSE LOTSGARAGEGARAGEGARAGEGARAGETOWNHOUSE LOTS GARAGENO 3 CARGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGETOWN H O U S E LOTS GARAGEGARAGE GARAGE GARAGESECTION 22SECTION 23PTPTPCPTPTNO 3 CARGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGELOT 2371LOT 2375LOT 2313LOT 2312LOT 2374LOT 2373LOT 2372LOT 2307LOT 2308LOT 2309 LOT 2310 LOT 2311 LOT 2 3 5 7 LOT 2 3 5 8 LOT 2 3 5 9 LOT 2385LOT 2382 LOT 2383 LOT 2384 LOT 2371LOT 2368LOT 2367LOT 2370LOT 2369LOT 2376LOT 2381 LOT 2380 LOT 2379 LOT 2378 LOT 2377 LOT 2 3 6 0 LOT 2 3 6 1 LOT 2 3 6 2 LOT 2 3 6 3 LOT 2 3 6 4 LOT 2306LOT 2305LOT 2301LOT 2302LOT 2303LOT 2304GARAGE6' PRIVATE TRAIL6' PRIVATE TRAIL6' PRIVATE TRAIL3' MAX HEIGHT RET. WALLCG-6 CG-6BMP #2SECTION 22SECTION 2316+00 17+00 18+0010+0010+5011+00PC16+50 15+17.92 =END SEC 22BEGIN SEC 2310+51.10 =END SEC 22BEGIN SEC 23WMWMWM WMWM231 532830 432032 230131 529 330 728225 826526 428727 429 828 630 429 031 529 031 828 530 527 429130 827 435 434 435 334 435 034 435 733 734 333 734 732 332 730 631 030 031 329 330 628 315TC314CL2200TOP2150TOP26422650TC2692TC2534TC2708TC317TC317TC337TC313TC342CL342TC342TC331TC331TC33131130431633132331531532029231534634434435435435434435434533834734733832234731334335334135334434435335334234635333035333135333133135335332132131 0313 30 5 29 2 28 4 28 1 32 2 34 4 31 3 31 3 30 0 31630 5 31 9 29 9 31 9 29 2 31 2 31 9 31 9 31 2 314TC275219325303260215324249249318310302295288294276300284292308316300244219220169189199225225233233207241241300307307300316308300266302300294288274276282340313318243TC243TC250TC294TC294TC294CL14615217318519220019630530029623523523523531027928629430231026325628427426819319418120920921921928327324829623022123123129528730021220129130130130128229728229030530528128326630029329631128427625929129830828427930327527326123923226026026523028 827 9291 231SLAB= 636.63 SLAB= 636.63 SLAB= 635.96 SLAB= 635.96 SLAB= 635.29 SLAB= 635.29 SLAB= 631.56 SLAB= 632.23 SLAB= 632.90 SLAB= 630.22 SLAB= 630.89 632.70 FF623.50 BFW/O633.20 FF624.00 BFW/O633.20 FF624.00 BFW/O632.80 FF623.60 BFW/O631.60 FF622.40 BFW/O630.60 FF621.40 BFW/O629.04 FF619.84 BFW/O631.60 FF622.40 BF632.20 FF623.00 BFW/O633.00 FF623.80 BFW/O633.80 FF624.60 BFW/O634.60 FF625.40 BFW/O634.74 FF625.54 BFW/O635.29 FF626.09 BF634.16 FF624.96 BF633.34 FF624.14 BF632.45 FF623.25 BF632.34 FF623.14 BF632.72 FF623.52 BF633.35 FF624.15 BF632.54 FF623.34 BF629.22 FF620.02 BFSLAB= 635.92SLAB= 635.92 SLAB= 635.92 SLAB= 635.92 SLA B = 632. 4 6 SLA B = 632. 4 6 4.3%4.7%3.6%3.5%5.0%6.5%8.5%8.0%7.6%6.8%6.7%7.8%7.2%7.4%6.7%6.0%7.5% 8 .2%8.0%3.9%4.0%6.2%6.0%5.3%7.1%6.6%5.8%6.1%5.8%7.6%6.4%4.4%6.6%6.6%6.4%5.8%5.0%5.0%7.0% 6 3 0 63 2632 63463263463463263063263 4630 63463 0 634632634624626628622630620.56216246266246266286226306 2 8 630630630626 630624626 622 624 626 628 63062863062 8 624 6 2 6 630622610612614616618620 612614616 620 6226246226246186206 2 26206 2 4 6 2 8 6 2 6 6 26 6 2 8 6306246226186206 2 6 630 6 2 8 6 2 4 6326326306 2 8 628626626626626 624622620618 62863063062862462663 0622620 62863263 2630630 HEYFORD DRIVE 52' ROW FUNNELROD DRIVE52' ROWALABASTER LANE52' ROWSAPPHIRE STREET52' ROWHEYFORD DRIVE 52' ROW HEYFO R D D R I V E 52' RO W LIMITS OF DISTURBANCE151 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" = 30'36GRADING PLANRev. No.Date0509/29/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23 MATCH LINE-SHEET 35MATCH LINE-SHEET 37NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).12/05/2023 WM WMWMWMWMWMWMWMWMWM WMWM WM WM WM WM WM WM WM WMWM WM WM WM WM WM WM WM WM WM WWWWWWWWWWWWWWARV150109C109A151A109B152151109D109E151B151CSSSSSSSSS S SSSSS W W W W 10+0 0 11+0 0 12+00 13+00 11+0012+0013+0014+0015+0016+0017+0 0 18+00 14+0015+0015+25.79GARAGE GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGECG- 6 GARAGEGARAGEGARAGEGARAGEGARAGEGARAGETOWN H O U S E LOTS GARAGEGARAGEGARAGEPTPCPTPCPTPTGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGETOW N H O U S E LOT S GAR A G E GAR A G ELOT 2317LOT 2313LOT 2314LOT 2315LOT 2316LOT 2312LOT 2321LOT 2311 LOT 2318LOT 2319LOT 2320LOT 2 3 5 3 LOT 2 3 5 4 LOT 2 3 5 5 LOT 2 3 5 6 LOT 2 3 5 7 LOT 2 3 5 8 LOT 2 3 5 9 LOT 2352LOT 2351LOT 2368LOT 2367LOT 2369LOT 2 3 6 6 LOT 2381 LOT 2380 LOT 2 3 6 5 LOT 2 3 6 0 LOT 2 3 6 1 LOT 2 3 6 2 LOT 2 3 6 3 LOT 2 3 6 420' PUBLIC TRAIL EASEMENT6' PRIVATE TRAIL6' PRIVATE TRAILCG- 6 BMP #2BMP #3BMP #1WM WMWM 429 031 529 031 828 530 527 429 226 128 924 734 333 734 732 332 730 631 030 031 329 330 628 629 927 029 327 328 426 2400TOP2550TOP2625TOP2569TC255TC2394TC2404TC2310TC2333TC2269TOP2200TOP2150TOP2310TC2333TC2642TC233OLR1575INV1600TOP1575TOP1550TOP317TC317TC313TC34734733832234731332131 0313 30 5 29 2 28 4 28 1 27 4275 26 4 27 7 26 0 32 2 34 4 31 3 31 3 30 0 31630 5 31 9 29 9 31 9 29 2 31 2 28 4 30 5 27 6 29 9 26 9 29 2 31 9 31 9 31 2 30 5 29 9 29 6 294TC294TC294CL19200196305300296235235235235310296230221291296311276259291298308284279303275273261239232260260265262OLR1 8 4 23023028 827 9 2 1 9 2 2 0 1 7 1 2 7 5 2 6 6 2912802672 0 6 2 0 0 21 3 23115 8 2 0 6 26 2 27019519524822 3146 253 24 1 27025224322914615219619619519515418 6 18 3 20120116018 7 27 2 27026026 6 27026 5 25426025927626426627028227227 8 19 4 20720721321316817720 6 276288280257TC270230CL282273282282282265268SLAB= 635.29 SLAB= 635.29 SLAB= 628.88 SLAB= 629.55 SLAB= 631.56 SLAB= 632.23 SLAB= 632.90 61.01 FF621.81 BF630.39 FF621.19 BFW/OSLAB= 630.22 SLAB= 630.89 629.79 FF620.59 BFW/O629.52 FF620.32 BFW/O629.20 FF620.00 BFW/O630.30 FF621.10 BFW/O631.60 FF622.40 BFW/O632.70 FF623.50 BFW/O633.20 FF624.00 BFW/O633.20 FF624.00 BFW/O633.35 FF624.15 BF632.54 FF623.34 BF629.22 FF620.02 BF629.25 FF620.05 BFW/OSLA B = 632. 4 6 SLA B = 632. 4 6 SLA B = 631. 7 9 SLA B = 631. 1 2 SLA B = 630. 4 5 SLA B = 629. 7 8 SLA B = 629. 1 1 SLAB=628.78SLAB=628.786.7%6.0%7.5% 8 .2% 8. 3% 9. 1 % 6.5 % 5.0 % 4.0 % 4.0 % 4.0 %5.3%7.1%6.6%5.8%6.1%5.8%6.5%6.2%8.0%9.0%8.5%8.7%7.7%7.6%6.4%4.4%3.0 % 4.8 %5.0%7.0% 7. 9 % 6 3 0 63 2632 63 0 628 626 624 6246306 2 8 634632634624626628622630620.5621624626626 630624626 622 624 626 628 630624 6 2 6622610612614616618620 62863063062862462663 0622620602604606608610612614616618580582584586588590592586576578580582584580578572574576570572574578 6246266226286266246246266266286246266 1 8 6 1 6 6 2 4 6 2 0 6 2 2 618616616616618592594596598600602604606608610612614616590624 618 620622616616614.5626618620622624626614616618588590592594596598600602604606608610612624620626622614616618592594596598600602604606608610612628626626 6246286322733: 1 2:1 63 2630628262 28 5 28 5 630FUNNELROD DRIVE52' ROWSAPPHIRE STREET52' ROWSAPPHIRE STREET52' ROWHEYFO R D D R I V E 52' RO WLIMITS OF DISTURBANCE151 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" = 30'37GRADING PLANRev. No.Date0509/29/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).MATCH LINE-SHEET 36MATCH LINE-SHEET 38 12/05/2023 X XXXXXXXX XXXXXXXXSSSSSSWMWMWMWM WM WM WM WM WM WM WM WM WM WMWM WMWM WM WMWMWMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWM WM WM WM WM WMWWWWWWWWWW150 116D109C109A151A109B113A151109D173174164163162161160172SSSSSSSSSSSSSSSSSSSS SSSSW W W W WWWWWWWW10+00 11+00 12+00 9+8011+0012+0013+0014+0015+006+67.68 9+00 10+00 10+50 11+0011+50 12+00 0+000+501+001+16GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGETOWNHO U S E LOTSGARAGETOWNHOU S E LOTS GARAGEGARAGEGARAGECG-6 GARAGEGARAGEGARAGEGARAGEGARAGEGARAGETOWNHOUSELOTSGARAGEPCPCPT PCPTGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGETOWNHOUSELOTS GARAGETOWNHOUSELOTSGAR A G E GAR A G E GAR A G E GAR A G E GAR A G E 8+00 TOWNHO U S E LOTS GARAGEGARAGEGARAGEGARAGEGARAGEGARAGELOT 2322LOT 2317LOT 2321LOT 2324 LOT 2325 LOT 2327LOT 2326 LOT 2329 LOT 2328 LOT 2330 LOT 2334 LOT 2333 LOT 2332 LOT 2331LOT 2318LOT 2319LOT 2320LOT 2323 LOT 2353 LOT 2354 LOT 2355 LOT 2356 LOT 2357 LOT 2 3 5 8 LOT 2 3 5 9 LOT 2347 LOT 2346 LOT 2345 LOT 2344 LOT 2343 LOT 2342 GARAGEGARAGETOWNHO U S E LOTS LOT 2336 LOT 2335 LOT 2337 LOT 2338 LOT 2339 LOT 2341 LOT 2340GARAGEGARAGEGARAGEGARAGEGARAGELOT 2352LOT 2351LOT 2350LOT 2349LOT 2348LOT 2368LOT 2367LOT 2366 LOT 2365 LOT 2360LOT 2361LOT 2362LOT 2363LOT 2364CG-6 GARAGEGARAGEGARAGEBMP #3BMP #1BMP #4END STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKSEX FREDERICKWATER ESMTWMWM 332 730 631 030 031 329 330 628 629 927 029 327 328 426 2200TOP2450TOP2400TOP2550TOP2625TOP2569TC255TC2394TC2404TC2310TC2333TC2269TOP2200TOP2310TC2333TC233OLR2865TC2937TC2800TC2720TC2215INV2300TOP1575INV1600TOP1575TOP313TC3132131 0313305292284281274275264277260313313 30 0 23031630 5319299319292312284305276299269292 31 9 31 9 31 2 30 5 29 9296 317TC320TC308TC305TC27521532 4 30 8 32 4 30 6 31 7 30 4 31 7 30 2 31 0 30 0 31 0 31 7 31 7 29 8 29 6294 31 0 28 6 32 4 32 4 28 7 30 9 31 8 30 7 31 8 30 5 31 8318 30 3301 31 1 29 0 31 8 30 1 31 3 31 8 31 8318 31 1 30 0 30 0 30 0 30 0 32 4 29 9 30 0 31 1 31 1 261239232260260265262OLR27025224322914615219619619519515418 6183201201160187 27 2 27026026 6 27026 5 25426025927626426627028227227 8 19 4 20720721321316817720 6 27628828024524029329529628028 4 257TC270230CL282273282289276289278295281282282282289289297273269265265265268282TC282TC281CL285TC290TC274TC28 6 TC296TC296TC292 30 3 29 1 30 3 30 3 28 9 28 7 29 6 28 5 29 6294 30330330329629629627529427328428728127127621528 6 29 6 29 6 28 5 28 7 30 3 28 9 30 3 29 0 30 3 29 2 31 0 31 0 29 4 29529631 0 28 4 28 4 31 0 30 3 30 3303 29 6 29 6 29 6 27 9 28 0 28 2 28 4 28 6 28 8 SLAB=628.88 SLAB=629.55 SLAB=631.56 SLAB=632.23 SLAB=632.90 631.82 FF622.62 BF61.01 FF621.81 BF630.39 FF621.19 BFW/OSLAB=630.22 SLAB=630.89629.79 FF620.59 BFW/O629.52 FF620.32 BFW/O632.54 FF623.34 BF629.22 FF620.02 BF629.25 FF620.05 BFW/OSLA B = 632. 4 6 SLA B = 632. 4 6 SLA B = 631. 7 9 SLAB=631.1 2 SLAB=630.45SLAB=629.78SLAB=629.11 SLAB= 632.96 SLAB= 632.41 SLAB= 632.41 SLAB= 632.41 SLAB= 632.41 SLAB= 631.74 SLAB= 631.74 SLAB= 631.74 SLAB= 631.55 SLAB= 631.55 SLAB= 630.88 SLAB= 630.88 SLAB= 630.88 SLAB= 630.21 SLAB= 630.21 SLAB= 630.21 SLAB= 630.21 SLAB= 630.88 SLAB= 630.88 SLAB= 630.88 SLAB= 632.96 SLAB= 632.29 SLAB= 632.29 SLAB= 631.62 SLAB= 631.62SLAB=630.12SLAB=629.45SLAB=629.45SLAB=628.78SLAB=628.786.5%5.0%4.0% 4.0 % 4.0 % 5.8%6.6%5.8%6.1%5.8%6.5%6.2%8.0%9.0%8.5%8.7%7.7%7.6%6.4%4.4%6.5%6.8%5.5%6.3%4.1%4.0%4.4%5.5%5.7%4.1%4.5%5.6%6.5%6.7%5.2%5.5%6.7%4.3%4.4%4.5%3.5%5.8%4.7%4.6%5.5%5.6 % 3.5 % 4.7 % 3.0 % 4.8 % 7.9% 630626 626 628 630 626 628 630628630632628630626624626 624 623 63 0 628 626 624 626624628630 63263063 0 624626622628 624 626 622 628 630 628 632634624626628622626624626622624626628630624624626626628624626616618616616624618620622616616614.5626618620622624626614616618588590592594596598600602604606608610612624620626622614616618592594596598600602604606608610612628626626 624618614616620622624626600602604606608610612628 62862 8 628628628628626630628630630624 626 622 628 624 626 622 624626622624626630622628632624626630622628632630630 630 624 626 622 628 6 3 4 621 2732:1 TC2576TC628632630628262285285630 BAMBOO SH O O T L A N ESAPPHIRE STREET52' ROWHEYFORD DRIVE52' ROW LIMITS OF DISTURBANCE 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" = 30'38GRADING PLANRev. No.Date0509/29/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).MATCH LINE-SHEET 35MATCH LINE-SHEET 37 12/05/2023 62 627.63662.17 SSSSSSSSSSSSSSSS S S SSSS SSSSSARVSSSSSSSSSSSSSWMWMWMWMWM WM WMWMWMWMWM WMWMWMWMWMWMWMWMWMWMWMWMWMWM WM WM WMWMWMWMWMWMWMWM WM WM WM WM WM WMSSSSSSSSS S SWWWWW W W WWWWWWARVFUNNELROD DRIVE52' ROWBAMBOO SH O O T L A N E HEYFORD DRIVE52' ROW LOT 2375LOT 2374LOT 2373LOT 2354 LOT 2355 LOT 2356 LOT 2357 LOT 2358 LOT 2359 LOT 2385LOT 2382 LOT 2383 LOT 2384 LOT 2347 LOT 2346 LOT 2345 LOT 2344 LOT 2343 LOT 2342 LOT 2336 LOT 2337 LOT 2338 LOT 2339 LOT 2341 LOT 2340 LOT 2366 LOT 2376LOT 2381 LOT 2380 LOT 2379 LOT 2378 LOT 2377LOT 2365 LOT 2360LOT 2361LOT 2362LOT 2363LOT 2364 LOT 2301LOT 2302LOT 230315' GASCORRIDOR15' GAS CORRIDOR15' GAS CORRIDOR15' GAS CORRIDOR 15' GAS C O R R I D O R 15' GAS C O R R I D O R 280' SDL280' SDR280' SDL280' SDR 500' SDL 575' SDRBMP #3280' SDL 280' SDREX. GASCORRIDORSECTION 22SECTION 23END STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKSSNOWDEN BRIDGE BLVD 280' SD 280' SD EX FREDERICKWATER ESMT280' SD280' SDGrassGrass 5115111112222222222222222222445514 of 3311 of 3317 of 385 of 2717 of 373 of 3215 of 363 of 2925782555 of 33151415151414151514151515141515151414151414141515GrassGrass51151111122222222222222222225514 of 3311 of 3317 of 385 of 2717 of 373 of 3215 of 363 of 2925782555 of 33151415151414151514151515141515151414151414141515GrassGrass5511111551111111112222222222222222222444444449995514 of 3311 of 3317 of 385 of 2717 of 373 of 3215 of 363 of 2925782555 of 33151415151414151514151515141515151414151414141515151 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" = 30'39LANDSCAPE PLANRev. No.Date0302/03/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23MATCH LINE-SHEET 36MATCH LINE-SHEET 40 12/05/2023 627. 63 S S S S S S S SSWM WMWMWM WMWMWMWMWMWMWM WM WM WM WMWMWMWMWM WMWMWM WM WM WM WM WM WWWWWWWWMWMWMWMARVSS S S S S S SSSSS S S W W W W W W WWWWWWWARVSAPPHIRE STREET52' ROWHEYFORD DRIVE 52' ROW SECTION 22SECTION 23LOT 2371LOT 2375LOT 2313LOT 2312LOT 2374LOT 2373LOT 2372LOT 2307LOT 2308LOT 2309 LOT 2310 LOT 2311 LOT 2 3 5 8 LOT 2 3 5 9 LOT 2385LOT 2382 LOT 2383 LOT 2384 LOT 2371LOT 2368LOT 2367LOT 2370LOT 2369LOT 2376LOT 2381 LOT 2380 LOT 2379 LOT 2378 LOT 2377 LOT 2 3 6 0 LOT 2 3 6 1 LOT 2 3 6 2 LOT 2 3 6 3 LOT 2 3 6 4 LOT 2306LOT 2305LOT 2301LOT 2302LOT 2303LOT 230410' GASCORRIDOR15' GASCORRIDOR10' GASCORRIDOR15' GASCORRIDOR15' G A S C O R R I D O R 15' G A S C O R R I D O R 280' SDL 280' SDR SDL 280'SDRBMP #2280' S D L 280' SDR EX. GASCORRIDORSECTION 22SECTION 23SECTION 22SECTION 23SECTION 23280' SD 280' SDALABASTER LANE52' ROW15' GAS CORRIDOR280' SD 280' SDWM WMWM WMWMGrassGrass1111111222222244999999999999991415151414151414141515GrassGrass111111122222229999999999999991415151414151414141515GrassGrass1111111111111112222222444444444444444444999999999999999999999991415151414151414141515SIGHTDISTANCEESM'T151 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" = 30'40LANDSCAPE PLANRev. No.Date0407/06/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23 MATCH LINE-SHEET 39MATCH LINE-SHEET 4112/05/2023 WM WMWMWMWMWMWMWMWMWM WMWM WM WM WM WM WM WM WM WMWM WM WM WM WM WM WM WM WM WM WWWWWWWWWWWWWWARVSSSSSSSSS S SSSSS W W W W FUNNELROD DRIVESAPPHIRE STREET52' ROWLOT 2317LOT 2313LOT 2314LOT 2315LOT 2316LOT 2312LOT 2321LOT 2311 LOT 2318LOT 2319LOT 2320LOT 2 3 5 3 LOT 2 3 5 4 LOT 2 3 5 5 LOT 2 3 5 6 LOT 2 3 5 7 LOT 2 3 5 8 LOT 2 3 5 9 LOT 2352LOT 2351LOT 2368LOT 2367LOT 2369LOT 2 3 6 6 LOT 2381 LOT 2380 LOT 2 3 6 5 LOT 2 3 6 0 LOT 2 3 6 1 LOT 2 3 6 2 LOT 2 3 6 3 LOT 2 3 6 415' GAS CORRIDOR15' G A S C O R R I D O R 15' G A S C O R R I D O R 15' G A S C O R R I D O R15' GAS CORRIDOR20' PUBLIC TRAIL EASEMENT280' SDL 280' SDR 280' SDL280' SDRBMP #2BMP #3BMP #1280' S D L 15' GAS CORRIDORWM WMWMGrass1222299999999999999999999951514141415151514151515141415GrassGrass12222999999999999999999999951514141415151514151515141415GrassGrass11191522229999999999999999999999999999999999951514141415151514151515141415GrassSIGHTDISTANCEESM'TSIGHTDISTANCEESM'T151 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" = 30'41LANDSCAPE PLANRev. No.Date0302/03/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23 MATCH LINE-SHEET 40MATCH LINE-SHEET 42 12/05/2023 WMWMWMWM WM WM WM WM WM WM WM WM WM WMWM WM WMWMWMWMWMWMWMWMWMWMWM WM WM WMWM WM WM WMWMWMWMWMWMWMWM WM WM WM WM WMWWWWWWWWW SSSSSSSSSSSSSSSSSSSW W WWWWWWWWBAMBOO SH O O T L A N E (PRIVATE )LOT 2322LOT 2317LOT 2321LOT 2324 LOT 2325 LOT 2327LOT 2326 LOT 2329 LOT 2328 LOT 2330 LOT 2334 LOT 2333 LOT 2332 LOT 2331LOT 2318LOT 2319LOT 2320LOT 2323 LOT 2353 LOT 2354 LOT 2355 LOT 2356 LOT 2357 LOT 2358 LOT 2359 LOT 2347 LOT 2346 LOT 2345 LOT 2344 LOT 2343 LOT 2342 LOT 2336 LOT 2335 LOT 2337 LOT 2338 LOT 2339 LOT 2341 LOT 2340LOT 2352LOT 2351LOT 2350LOT 2349LOT 2348LOT 2366 LOT 2365 LOT 2361LOT 2362LOT 2363LOT 236415' GAS CORRIDOR15' GAS CORRIDOR15' GAS CORRIDOR15' GAS CORRIDOR 15' GAS C O R R I D O R 15' GAS CORRIDOR15' GAS C O R R I D O R 15' GAS C O R R I D O R 15' GAS C O R R I D O R 15' GAS CO R R I D O R 15' GAS CORRIDOR15' GAS CO R R I D O R 15' GAS CO R R I D O R 280' SDL280' S D L SDR BMP #3BMP #4280' SDL END STREET CONSTRUCTIONTYPE-III TRAFFIC BARRIER W/TYPE 4 OBJECT MARKSEX FREDERICKWATER ESMTWMWMGrass5955555551999999999999955555Grass11 of 334 of 3311 of 334 of 335 of 2717 of 373 of 3215 of 363 of 2925782555151415151414151514141515151414151514141515141415151514151515Grass595555555199999999999955555Grass11 of 334 of 3311 of 334 of 335 of 2717 of 373 of 3215 of 363 of 2925782555151415151414151514141515151414151514141515141415151514151515Grass5555559555555555591599999999999999999999555555Grass11 of 334 of 3311 of 334 of 335 of 2717 of 373 of 3215 of 363 of 2925782555151415151414151514141515151414151514141515141415151514151515SIGHTDISTANCEESM'TSIGHTDISTANCEESM'TSIGHTDISTANCEESM'TSIGHTDISTANCEESM'T151 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" = 30'42LANDSCAPE PLANRev. No.Date0302/03/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23 MATCH LINE-SHEET 39MATCH LINE-SHEET 41 12/05/2023 STREETSHRUBNEW JERSEY TEA(KEY #14)SHRUBNINEBARK(KEY #15)SHRUBNEW JERSEY TEA(KEY #14)TOWNHOUSE/MULTIPLEX SHRUB PLANTING DETAIL, TYP.END UNITS - TWO (2) CEANOTHUS AMERICANUS (NEW JERSEY TEA) EACHCENTRAL UNITS - ONE (1) PHYSOCARPUS OPULIFOLIUS (NINEBARK) EACH*NOTE: SOME TOWNHOUSE / TOWNHOUSE STICK SHRUB PLACEMENT MAY DIFFERFROM DETAIL DUE TO INDIVIDUAL TOWNHOUSE FOOTPRINT ORIENTATION, SEELANDSCAPE PLANS TO VERIFY PLACEMENT.ORNAMENTAL/STREETTREE (TYP.)ORNAMENTAL/STREETTREE (TYP.)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/A43Rev. No.Date0302/03/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 233" 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"MINGENERAL 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.NOTES: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 FRONTAGE4,607 LF OF FRONTAGE PROPOSED: 4,607 / 40 = 115 STREET TREES REQUIREDORNAMENTAL TREES REQUIRED: (TOWNHOUSE/MULTIPLEX UNITS ONLY)2 ORNAMENTAL TREES FOR EVERY 5 UNITS (TOWNHOUSE ONLY)54 TOWNHOUSE UNITS (54 / 5 X 2) = 22 ORNAMENTAL TREES REQUIREDINTERIOR PARKING LOT LANDSCAPING: 1 TREE PER 10 SPACES16 SPACES PROPOSED/10= 2 TREES REQUIREDTOTAL TREES REQUIRED: 138TOTAL TREES PROVIDED: 138+ORNAMENTAL SHRUBS REQUIRED: (TOWNHOUSE UNITS ONLY)6 ORNAMENTAL SHRUBS FOR EVERY 5 UNITS (TOWNHOUSE ONLY)54 TOWNHOUSE UNITS (54 / 5 X 6) = 65 ORNAMENTAL SHRUBS REQUIREDTOTAL ORNAMENTAL SHRUBS REQUIRED: 65TOTAL ORNAMENTAL SHRUBS PROVIDED: 93PARKING / SCREENING SHRUBS PROVIDED: 94TOTAL SHRUBS PROVIDED: 187ROAD BUFFER REQUIREMENT (PER PROFFER)10 PLANT UNITS / 40 LINEAR FEET194 LF / 40 X10 = 49 PLANT UNITS REQUIRED2 SHADE TREES X 10 (UNITS PER) = 20 UNITS2 ORNAMENTAL TREES X 5 (UNITS PER) = 10 UNITS11 EVERGREENS X 5 (UNITS PER) = 55 UNITS49 SHRUBS X 2 (UNITS PER) = 98 UNITSTOTAL UNITS PROVIDED : 183 UNITSSHRUBS AND TREES 201918American sweetgumLiquidambar styraciflua2.5" cal B&BPROPOSED TREE PLANTINGSPROPOSED SHRUB PLANTINGS150 TREE PLANTINGS 27ironwoodCarpinus carolinianaKEY BOTANIC NAME COMMON NAME QUANTITY SIZE1Acer rubrum 'October Glory'October glory red mapleGymnocladus dioicusKentucky coffeetree245Platanus x acerifloia 'Bloodgood'bloodgood London planetree2.5" cal B&B2.5" cal B&B2.5" cal B&B2.5" cal B&B2.5" cal B&B2.5" cal B&B2.5" cal B&B2.5" cal B&B2.5" cal B&B3' ht. min.Cont or B&BQuercus palustrispin oak8Pyrus cafferyana 'Aristocrat'aristocrat pear25Pinus nigraAustrian pine27Pinus strobuseastern white pine29x Cupress ocyparis leylandiiLeyland cypress32Prunus laurocerasus laurel33Juniperus chinensis 'Sea Green'Sea Green Juniper36Forsythia x intermediaBorder Forsythia37Spiraea nipponica 'Snowmound'Snowmound Spiraea38171253360151717Cont or B&BCont or B&BCont or B&BCont or B&B14Ceanothus americanusNew Jersey Tea153636 Physocarpus OpulifoliusNinebarkmale only55silver lindenTilia tomentosa92.5" cal B&BLANDSCAPE DETAILS 12/05/2023 LOT 2356LOT 2357LOT 2358LOT 2359LOT 2352LOT 2351LOT 2350LOT 2349BMP #3STORMDRAINAGEGrassWMWMWMWMLOT 2327LOT 2326LOT 2329LOT 2328LOT 2330LOT 2334LOT 2333LOT 2332LOT 2331LOT 2336LOT 2335LOT 2337LOT 2338FREDERICKWATER ESMT.BMP #4GrassWMWWWWWWWLOT 2317LOT 2316BMP #1WMGrassGrassLOT 2368LOT 236715' GAS CORRIDORBMP #2GrassGrassGrass151 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" = 30'44Rev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23common eastern ninebarkPhysocarpus opulifolius#3 cont.PROPOSED TREE PLANTINGS6common buttonbushCephalanthus occidentalisKEY BOTANIC NAME COMMON NAME QUANTITY SIZE11NOTES: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 AVAILABLEMyrica (Morella) ceriferasmall wax myrtleViburnum dentatumsouthern arrowwood*Sorghastrum nutensIndian grass3 gal.#3 cont.#3 cont.*Schizachyrium scorariumlittle bluestem*Eupatorium fistulosum Joe Pye weed*Monarda didymascarlet bee-balm13SHRUBS AND TREES 47501320209inkberry hollyIlex galabra3 gal.#1 Gal, 24" O.C.COMMINGLE 1 Gal., 24" O.C.COMMINGLE 402001020SCALE: 1" = 20'LANDSCAPE DETAILS 12/05/2023 FUNNELROD DRIVE52' ROWDESIGN SPEED 25 MPH9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+00595600605610615620625630635640645650-2.00%-0.90%PVC = 12+20.00 PVC = 629.29 PVI = 12+50.00 PVT = 12+80.00 PVT = 629.66VC = 60.00SD = 248'K-Val = 19.7CREST = 12+62.27ELEV. = 629.74PVC = 12+92.50 PVC = 629.55 PVI = 13+50.00 PVI = 629.03 PVT = 14+07.50 PVT = 630.23VC = 115.00K-Val = 38.610+00 = ℄ INTX SNOWDEN BRIDGE BOULEVARD 15+25.79 = ℄ INTX HEYFORD DRIVE 595600605610615620625630635640645650115TOP = 629.48 DI-3C - 6'116D116CTOP = 626.30 DI-3B - 6'TOP = 626.72 DI-3B - 6'116117TOP = 629.47 DI-3C - 6' TOP = 629.40 DI-3C - 6' 8x8 TEE W/3 GV 12+33.00 = CONNECTION TO EXISTING 8" WATERLINE STUB,4' MINCOVERRESTRAINT JOINTS (TYP.)E X G R AD E PROPOSED GRADECD-2CD-1626.58 626.08 625.73 626.23 626.73 627.25 627.79 628.32 628.86 629.38 629.71 629.70 629.49 629.40 629.46 629.69 630.08 630.60 631.12 631.64 632.16 632.67SD = 301'SAG = 13+27.20ELEV. = 629.392.08%1.96%PVI = 629.932.00%PVI STA.10+46.20 PVI ELEV.625.65 2.15%PVC STA.11+00.00 PVC ELEV.626.73 PVI STA.11+10.00 PVI ELEV.626.93PVT STA.11+20.00 PVT ELEV.627.14 VC = 20.00SD = 1000'K-Val = 137.5PVI STA.15+11.78 PVI ELEV.632.4053.80 landing8" DIP CL-52DESIGN SPEED: 25 MPHPAVEMENT DESIGN(AADT:959)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.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, WV45FUNNELROD DRIVE PROFILERev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23NOTE:PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.FINAL PAVEMENT DESIGN WILL BE IN ACCORDANCE WITH VDOT 2018PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTEDCBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED ANDAPPROVED BY VDOT PRIOR TO CONSTRUCTION.SCALE: 1" = 5' 5 2.5 0 5 10 V: 1" = 5'H: 1" = 50'SCALE: 1" = 50'5025050100NOTE:ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.12/05/2023 10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+00595600605610615620625630635640645650631.75 633.02 633.47 633.86 634.10 634.19 634.12 633.91 633.60 633.29 632.98 632.67 632.36 632.05 631.74 631.43 631.12 630.81 PVT = 14+52.50 15+69.12SECTION 2215+69.12SECTION 23ALABASTER LANE 15+69.12 = ℄ INTX EDELWEISS WAYHEYFORD DRIVE52' ROWDESIGN SPEED 25 MPH595600605610615620625630635640645650123124TOP = 631.80 TOP = 631.77DI-2B - 4'DI-3B - 6'8" DIP CL-52COMPACT FILL TO 95%MAXIMUM DRY DENSITY PERASHTO - T-998x8 TEE W/3 GV 4' MINCOVER8x8 TEE W/2 GV A916+48.68 = MH1 INV OUT = 622.80 INV IN = 622.80 TOP = 631.35 RESTRAINT JOINTS (TYP.)SAN LAT XING SAN LAT XINGLATERAL CROSSINGSREPRESENT CROSSING @WL.SEE STORM PROFILES FORLATERAL CLEARANCE@STORM CROSSING.SAN LAT XING 1.81%PVI = 12+83.15 PVI = 632.71 -1.24%PVC = 13+27.50 PVC = 633.52 PVI = 13+90.00 PVI = 634.65 PVT = 14+52.50 PVT = 633.88VC = 125.00SD = 280'K-Val = 41.0CREST = 14+01.81ELEV. = 634.19PVI = 14+80.00 PVI = 633.54 10+00 = ℄ INTXSAPPHIRE STREET 12+83.2 = ℄ INTX FUNNELROD DRIVE 109110TOP = 623.94DI-3B - 10'TOP = 625.51DI-2B - 6'8x8 TEE W/3 GV 15+17.91 = CONNECTION TO EXISTING 8" WATERLINE STUB8" DIP CL-5212+24.98= FH ASSM'YCONCRETECRADLE 4' MINCOVERLATERAL CROSSINGSREPRESENT CROSSING @WL.SEE STORM PROFILES FORLATERAL CLEARANCE@STORM CROSSING.EX GRADEPROPOSED GRADEEX GRADEPROPOSED GRADECD-1CD-1625.17625.01625.51626.02 626.72 627.54 628.35 629.17 630.00 630.81 632.44PVC =12+73.15 PVC =632.38 PVT =12+93.15 PVT =632.89VC = 20.00SD = 466'K-Val = 13.7230' - 8" SDR 35/26 @ 2.91%188' - 8" SDR 35 /26 @ 4 .13%B5B69+91.86 = MH1INV OUT = 610.44INV IN = 610.64INV IN = 610.64 12+24.50 = MH1 INV OUT = 617.35 INV IN = 617.55 14+13.98 = MH1 INV OUT = 625.30 INV IN = 625.30 TOP = 624.80 TOP = 630.57 TOP = 633.95 B714+75.20 = AIR RELEASE/VACUUM VALVE 14+60.20= FH ASSM'Y SAN LATXING 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 XING230' - 8" SDR 35/26 @ 2.91%188' - 8" SDR 35 /26 @ 4 .13% 0+77 - 4" LAT - (52')LOT 2353 - Inv=619.90 1+03 - 4" LAT - (53') LOT 2354 - Inv=619.70 1+29 - 4" LAT - (54') LOT 2355 - Inv=620.55 1+51 - 4" LAT - (55') LOT 2356 - Inv=622.34 1+75 - 4" LAT - (54') LOT 2357 - Inv=623.01 2+00 - 4" LAT - (53') LOT 2358 - Inv=623.57 2+20 - 4" LAT - (51') LOT 2359 - Inv=623.91 2+18 - 4" LAT - (16') LOT 2360 - Inv=625.50 1+98 - 4" LAT - (13') LOT 2361 - Inv=623.81 1+79 - 4" LAT - (12') LOT 2362 - Inv=623.76 1+59 - 4" LAT - (11') LOT 2363 - Inv=623.43 1+38 - 4" LAT - (12') LOT 2364 - Inv=623.07 1+19 - 4" LAT - (12') LOT 2365 - Inv=622.94 0+90 - 4" LAT - (13') LOT 2366 - Inv=622.76 1+88 - 4" LAT - (53') LOT 2385 - Inv=627.11 1+60 - 4" LAT - (16') LOT 2376 - Inv=628.99 1+40 - 4" LAT - (16') LOT 2377 - Inv=628.84 1+20 - 4" LAT - (15') LOT 2378 - Inv=627.88 1+00 - 4" LAT - (15') LOT 2379 - Inv=626.91 0+80 - 4" LAT - (15') LOT 2380 - Inv=626.68 0+51 - 4" LAT - (14') LOT 2381 - Inv=626.71 1+32 - 4" LAT - (50') LOT 2382 - Inv=624.76 1+62 - 4" LAT - (50') LOT 2383 - Inv=625.98 1+84 - 4" LAT - (49') LOT 2384 - Inv=626.84 2.00%PVI STA.10+16.05PVI ELEV.624.83 3.27%PVC STA.10+67.46PVC ELEV.625.86PVI STA.10+84.00 PVI ELEV.626.19 PVT STA.11+00.55 PVT ELEV.626.74VC = 33.09SD = 1000'K-Val = 26.051.40 landingPAVEMENT DESIGN(AADT: 525)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.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, WV46HEYFORD DRIVE PROFILERev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23V: 1" = 5'H: 1" = 50'NOTE:PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.FINAL PAVEMENT DESIGN WILL BE IN ACCORDANCE WITH VDOT 2018PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTEDCBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED ANDAPPROVED BY VDOT PRIOR TO CONSTRUCTION.SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100NOTE:ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.12/05/2023 ALABASTER LANE 52' ROWDESIGN SPEED 25 MPH9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+00605610615620625630635640645650632.43 631.93 631.43 630.96 630.62 630.30 629.97 629.65 629.33 629.01 628.68 628.36 628.04 627.72-2.00%-2.00%-1.29%PVC = 10+61.50 PVC = 631.20 PVI = 10+74.00 PVI = 630.95 PVT = 10+86.50 PVT = 630.79SD = 1000'K-Val = 35.2VC =25.0010+00 = ℄ INTX HEYFORD DRIVE 14+39.6 = ℄ INTX SAPPHIRE DRIVE 605610615620625630635640645650TOP = 627.10 DI-2B - 8' TOP = 626.83 DI-3B -10'1551548x8 TEE W/3 GV 12+33.00 = CONNECTION TO EXISTING 8" WATERLINE STUB 18" MIN.CLEAR4' MINCOVER4' MINCOVERLATERAL CROSSINGS REPRESENTCROSSING @WL. SEE STORM PROFILESFOR LATERAL CLEARANCE @ STORMCROSSING.EX GRADEPROPOSED GRADECD-1CG-11 - ELEV = 632.15 627.38 626.90 626.41 625.91-1.98%PVC 13+40.00 PVC 627.52PVI 13+50.00 PVI 627.40 PVT 13+60.00 PVT 627.20SD = 974'K-Val = 29.02.34%14+25.31 = CG-11 ELEV = .625.91VC =20.00163' - 8" SDR 35/26 @ 1.00%156' - 8" SDR 35/26 @ 1.00%B13B11B1011+29.26 = MH1 INV OUT = 617.98 INV IN = 617.98 12+93.38 = MH1 INV OUT = 616.15 INV IN = 616.35 14+50.11 = MH1 INV OUT = 614.39 INV IN = 614.59 INV IN = 614.59 TOP = 630.02 TOP = 627.95 TOP = 626.25 SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING 1+56.17 - 4" LAT - (20') LOT 2372 - Inv=617.30 1+63 - 4" LAT - (49') LOT 2302 - Inv=620.47 1+63 - 4" LAT - (18') LOT 2375 - Inv=619.40 1+02 - 4" LAT - (48') LOT 2303 - Inv=620.06 0+41 - 4" LAT - (48') LOT 2304 - Inv=618.95 0+67 - 4" LAT - (18') LOT 2373 - Inv=618.65 1+28 - 4" LAT - (17') LOT 2374 - Inv=619.24 1+03 - 4" LAT - (19') LOT 2371 - Inv=617.31 1+41 - 4" LAT - (47') LOT 2305 - Inv=618.14 8" DIP CL-52PAVEMENT DESIGN(AADT:151)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.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, WV47ALABASTER LANE PROFILERev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23NOTE:PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.FINAL PAVEMENT DESIGN WILL BE IN ACCORDANCE WITH VDOT 2018PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTEDCBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED ANDAPPROVED BY VDOT PRIOR TO CONSTRUCTION.SCALE: 1" = 5' 5 2.5 0 5 10 V: 1" = 5'H: 1" = 50'SCALE: 1" = 50'5025050100NOTE:ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.NOTE:LOT 2301 SANITARY LATERAL CONSTRUCTED WITH SECTION 22.12/05/2023 BAMBOO SHOOT LANE40' PRIVATE ACCESS EASEMENTDESIGN SPEED 25 MPH6+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+00600605610615620625630635640645631.07 630.87 630.65 630.43 630.21 629.99 629.77 629.55 629.33 629.11 628.89 628.67 628.45 628.64 628.25 628.08 628.09 628.29 628.51 628.74 628.96 629.19 629.41 629.64 629.86 630.09 630.312.00%-0.88%PVI = 6+75.68 PVI = 631.08 2.09%PVI = 9+85.97 PVI = 628.35 -1.99%PVI = 10+00.00 PVI = 628.64 -1.00%PVI = 10+14.04 PVI = 628.36 0.90%PVC = 10+28.72 PVC = 628.22 PVI = 10+58.72 PVI = 627.92 PVT = 10+88.72 PVT = 628.19VC = 60.00SD = 1712'K-Val = 31.6SAG = 10+60.30ELEV. = 628.066+67.68 = ℄ INTX BAMBOO SHOOT LANE HAMMERHEAD 10+00 = ℄ INTX SAPPHIRE STREET 600605610615620625630635640645164163162161TOP = 629.37 DI-3B - 6' TOP = 628.65 DI-3B - 8' TOP = 628.00 DI-3C - 6' TOP = 627.20 DI-3C - 6'65065565065512+12.47= FH ASSM'Y18" MIN.CLEAR18" MIN.CLEAR18" MIN.CLEAR8x8 TEE W/3 GV 8x8 TEE W/3 GV 6+53.98= FH ASSM'Y COMPACT FILL TO 95%MAXIMUM DRY DENSITY PERASHTO - T-99COMPACT FILL TO 95%MAXIMUM DRY DENSITY PERASHTO - T-99RESTRAINT JOINTS (TYP.)RESTRAINT JOINTS (TYP.)4' MINCOVERRESTRAINEDJOINTS (TYP)RESTRAINEDJOINTS (TYP)LATERAL CROSSINGSREPRESENT CROSSING @WL.SEE STORM PROFILES FORLATERAL CLEARANCE @STORM CROSSING.EX GRADEPROPOSED GRADE590595590595CD-2CD-1CD-1330' - 8" CL 52 DIP @ 0.50%186' - 8 " SDR 35 /26 @ 5 .16%B1B2B36+74.17 = MH1 INV OUT = 606.37 INV IN = 606.57 10+04.35 = MH1 INV OUT = 608.22 INV IN = 608.42 INV IN = 608.42 11+90.02 = MH1 INV OUT = 618.00 TOP = 630.99 TOP = 628.44 TOP = 628.98 SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING 08+87.13= FH ASSM'Y 0+00 - 4" LAT - (16') LOT 2328 - Inv=620.68 3+00 - 4" LAT - (16') LOT 2329 - Inv=620.70 2+80 - 4" LAT - (16') LOT 2330 - Inv=621.40 2+60 - 4" LAT - (16') LOT 2331 - Inv=621.31 2+40 - 4" LAT - (16') LOT 2332 - Inv=621.21 2+20 - 4" LAT - (16') LOT 2333 - Inv=621.12 2+00 - 4" LAT - (16') LOT 2334 - Inv=621.03 1+61 - 4" LAT - (16') LOT 2335 - Inv=620.86 1+32 - 4" LAT - (16') LOT 2336 - Inv=620.72 1+12 - 4" LAT - (16') LOT 2337 - Inv=620.60 0+92 - 4" LAT - (16') LOT 2338 - Inv=620.54 0+72 - 4" LAT - (16') LOT 2339 - Inv=620.45 0+52 - 4" LAT - (16') LOT 2340 - Inv=620.36 0+32 - 4" LAT - (16') LOT 2341 - Inv=620.260+38 - 4" LAT - (28') LOT 2342 - Inv=624.32 0+60 - 4" LAT - (28') LOT 2343 - Inv=621.63 0+86 - 4" LAT - (28') LOT 2344 - Inv=621.77 1+10 - 4" LAT - (28') LOT 2345 - Inv=621.90 1+34 - 4" LAT - (28') LOT 2346 - Inv=622.03 1+64 - 4" LAT - (28') LOT 2347 - Inv=622.18 1+86 - 4" LAT - (16') LOT 2323 - Inv=621.59 1+77 - 4" LAT - (16') LOT 2324 - Inv=621.50 1+57 - 4" LAT - (16') LOT 2325 - Inv=621.27 1+37 - 4" LAT - (16') LOT 2326 - Inv=621.03 1+17 - 4" LAT - (16') LOT 2327 - Inv=620.00 8" DIP CL-52PAVEMENT DESIGN(AADT: 173)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.BAMBOO SHOOT LANE HAMMERHEAD40' PRIVATE ACCESS EASEMENTDESIGN SPEED 25 MPH9+5010+0010+5011+0011+5012+00595600605610615620625630635640645631.50631.25631.00630.75630.5010+58 = ℄ INTXBAMBOO SHOOT LANE115' - 8" CL 52 DIP @ 0.50%B1EX B010+64.00 = MH1INV OUT = 606.37INV IN = 606.57 1+76.55 = EX MH1 INV OUT = 605.60 INV IN = 605.80 TOP = 630.99 TOP = 631.42 595600605610615620625630635640645PROP GRADEEX GRADECORE DRILL,BOOT &RESHAPEOF INVERT BYCONTRACTOR151 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, WV48BAMBOO SHOOT LANE & SANITARY PROFILESRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23V: 1" = 5'H: 1" = 50'NOTE:PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.FINAL PAVEMENT DESIGN WILL BE IN ACCORDANCE WITH VDOT 2018PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTEDCBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED ANDAPPROVED BY VDOT PRIOR TO CONSTRUCTION.SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100NOTE:ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.12/05/2023 SAPPHIRE STREET52' ROWDESIGN SPEED 25 MPH9+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+506006056106156206256306356406453.00%-1.89%PVC = 16+95.00 PVC = 628.17 PVI = 17+60.00 PVI = 630.12 PVT = 18+25.00 PVT = 628.89VC = 130.00SD = 201'K-Val = 26.6CREST = 17+74.77ELEV. = 629.379+80 = ℄ INTXBAMBOO SHOOT LANE 13+24.8 = ℄ INTX HEYFORD DRIVE 19+65.37 = ℄ INTX ALABASTER LANE 600605610615620625630635640645151152153TOP = 623.33 DI-2B - 6' TOP = 626.42 DI-2B - 6' TOP = 627.08 DI-3B - 8' TOP = 625.36 DI-2B - 6'650655650655151ATOP = 623.33 DI-3B - 8'109B109ATOP = 623.10 DI-2B - 6' TOP = 623.10 DI-3C - 6'108109TOP = 623.38 DI-2B - 8'TOP = 623.94 DI-3B - 10'112111110TOP = 626.25 DI-1 TOP = 625.69 DI-3B - 8' TOP = 625.92 DI-2B - 6'162163TOP = 628.00DI-3C - 6'TOP = 628.65DI-3B - 8'8x8 TEE W/3 GV 18" MIN.CLEAR8x8 TEE W/3 GV 18" MIN.CLEAR8x8 TEE W/3 GV 1-8"X6" REDUCER20+47.78 = 45° BEND 20+55.82= FH ASSM'Y4' MINCOVER4' MINCOVER4' MINCOVERLATERAL CROSSINGSREPRESENT CROSSING @WL.SEE STORM PROFILES FORLATERAL CLEARANCE @STORM CROSSING.EX GRADEPROPOSED GRADEEX GRADEPROPOSED GRADE17+74.74 = AIR RELEASE/VALVE 18" MIN.CLEAR1.05%0.92%2.00%1.05%PVC STA.11+80.00 PVC ELEV.626.54PVI STA.11+90.00 PVI ELEV.626.44 PVT STA.12+00.00 PVT ELEV.626.35 K=152.2220.00VC628.43628.17627.91627.65627.38627.12626.86626.60 626.35 626.12 625.89 625.66 625.43 624.70 624.20 623.74 623.43 623.18 623.07 623.15 623.43 623.90 624.57 625.32 626.07 626.82 627.57 628.31 628.90 629.25 629.37 629.25 628.89 628.42 627.95 627.48 627.00 626.53SD = 1000'PVC STA.14+43.00 PVC ELEV.623.24 PVI STA.15+08.00 PVI ELEV.622.56 PVT STA.15+73.00 PVT ELEV.624.51 VC = 130.00SD = 201'K-Val = 32.1SAG = 14+76.72ELEV. = 623.07PVC STA.13+80.00 PVC ELEV.624.09 PVI STA.14+00.00 PVI ELEV.623.69 PVT STA.14+20.00 PVT ELEV.623.48 VC = 40.00SD = 1000'K-Val = 42.1595595CD-1CD-2625.17 626.06 625.52 624.97 624.41 PVC STA.13+14.80 PVC ELEV.625.29PVI STA.13+24.80 PVI ELEV.625.20 PVT STA.13+34.80 PVT ELEV.625.00VC = 20.00SD = 623'K-Val = 18.5VC = 10.00SD = 2059'K-Val = 30.9-2.21%PVC STA.19+74.67 PVC ELEV.626.06PVI STA.19+79.67 PVI ELEV.625.97 PVT STA.19+84.67 PVT ELEV.625.86151B151CTOP = 626.49 TOP = 628.91 DI-3B - 6' DI-3B - 8'153ATOP = 626.92102' - 8" SDR 35/26 @ 0.50%262' - 8" SDR 35/26 @ 0.50%265' - 8" SDR 35/26 @ 0.50%97' - 8" SDR 35/26 @ 0.50%90' - 8" SDR 35/26 @ 0.50%177' - 8" SDR 35/26 @ 0.50%79' - 8" SDR 35/26 @ 0.50%B2B4B5B8B9B9-1B10B129+73.58 = MH1INV OUT = 608.22INV IN = 608.42INV IN = 608.4210+75.02 = MH1INV OUT = 608.93INV IN = 609.13 13+35.57 = MH1 INV OUT = 610.44 INV IN = 610.64 INV IN = 610.64 15+97.98 = MH1 INV OUT = 611.96 INV IN = 612.16 16+91.72 = MH1 INV OUT = 612.65 INV IN = 612.85 17+78.74 = MH1 INV OUT = 613.30 INV IN = 613.50 19+55.43 = MH1 INV OUT = 614.39 INV IN = 614.59 INV IN = 614.59 20+34.03 = MH1 INV OUT = 614.98 TOP = 628.44TOP = 627.43 TOP = 624.80 TOP = 625.04 TOP = 627.85 TOP = 629.14 TOP = 626.25 TOP = 624.590+79 - 4" LAT - (29') LOT 2307 - Inv=616.10 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 XING LATERAL CROSSINGSREPRESENT CROSSING @WL.SEE STORM PROFILES FORLATERAL CLEARANCE@STORM CROSSING.SAN LAT XING 8"X8" TEE W/3 GV 14+44.37= FH ASSM'Y 8"X6" TEE W/3 GV102' - 8" SDR 35/26 @ 0.50%262' - 8" SDR 35/26 @ 0.50%97' - 8" SDR 35/26 @ 0.50%90' - 8" SDR 35/26 @ 0.50%177' - 8" SDR 35/26 @ 0.50%79' - 8" SDR 35/26 @ 0.50%0+00 - 4" LAT - (39')LOT 2349 - Inv=619.270+77 - 4" LAT - (30')LOT 2322 - Inv=613.980+79 - 4" LAT - (37')LOT 2348 - Inv=621.31 2+17 - 4" LAT - (29') CO LOT 2318 - Inv=614.49 1+06 - 4" LAT - (30') LOT 2320 - Inv=613.44 0+52 - 4" LAT - (31')LOT 2321 - Inv=612.590+33 - 4" LAT - (36')LOT 2350 - Inv=619.080+57 - 4" LAT - (35')LOT 2351 - Inv=619.000+87 - 4" LAT - (36')LOT 2352 - Inv=619.19 2+34 - 4" LAT - (33') LOT 2316 - Inv=614.19 2+00 - 4" LAT - (32') LOT 2367 - Inv=614.94 0+00 - 4" LAT - (27') LOT 2313 - Inv=615.90 0+83 - 4" LAT - (29') LOT 2314 - Inv=616.28 0+07 - 4" LAT - (29') LOT 2315 - Inv=615.23 0+67 - 4" LAT - (35') LOT 2368 - Inv=615.00 0+49 - 4" LAT - (31') LOT 2312 - Inv=616.93 1+45 - 4" LAT - (29') LOT 2309 - Inv=616.43 0+84 - 4" LAT - (28') LOT 2310 - Inv=616.92 0+14 - 4" LAT - (27') LOT 2311 - Inv=616.50 0+71 - 4" LAT - (37') LOT 2306 - Inv=616.81 0+20 - 4" LAT - (29') LOT 2308 - Inv=616.02 18" MIN.CLEARLOT 2370 - Inv=616.44 0+82 - 4" LAT - (38') 0+60 - 4" LAT - (36') LOT 2369 - Inv=615.54 0+32 - 4" LAT - (31') LOT 2317 - Inv=614.46 1+74 - 4" LAT - (30') LOT 2319 - Inv=613.58 8" DIP CL-528" DIP CL-52PAVEMENT DESIGN(AADT: 113)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.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, WV49SAPPHIRE STREET PROFILERev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23NOTE:PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.FINAL PAVEMENT DESIGN WILL BE IN ACCORDANCE WITH VDOT 2018PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTEDCBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED ANDAPPROVED BY VDOT PRIOR TO CONSTRUCTION.SCALE: 1" = 5' 5 2.5 0 5 10NOTE:ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.V: 1" = 5'H: 1" = 50'SCALE: 1" = 50'502505010012/05/2023 7+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+00625630635640645ALABASTER LANE & HEYFORD DRIVE℄ ALABASTER LANE3.5'EYE HGT.3.5'OBJ. HGT. 3.5' OBJ. HGT.280' SIGHT LINE280' SIGHT LINEPROPGRADEPROP GRADE6256306356406454+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+00620625630635620625630635FUNNELROD DRIVE & SNOWDEN BRIDGE BLVD3.5' EYE HGT.PROP GRADE500' SIGHT LINESITE LINE TOLIMITS OFPROPOSED RD3.5' OBJ. HGT. 3.5' OBJ. HGT. ℄ FUNNELROD DRIVE 6406407+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+00625630635640625630635640HEYFORD DRIVE (FACING SOUTH) & FUNNELROD DRIVE3.5' EYE HGT.280' SIGHT LINE280' SIGHT LINEPROP GRADE3.5' OBJ. HGT. 3.5' OBJ. HGT. ℄ HEYFORD DRIVE 6456457+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+00625630635640625630635640HEYFORD DRIVE (FACING NORTH) & FUNNELROD DRIVE3.5' EYE HGT.280' SIGHT LINE280' SIGHT LINEPROP GRADE3.5' OBJ. HGT. 3.5' OBJ. HGT. ℄ HEYFORD DRIVE 6456457+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+00620625630635620625630635HEYFORD DRIVE & SAPPHIRE STREET3.5'EYE HGT.280' SIGHT LINE280' SIGHT LINEPROP GRADE3.5' OBJ. HGT. 3.5'OBJ. HGT.℄ HEYFORD DRIVE7+007+508+008+509+009+5010+0010+5011+0011+5012+0012+50625630635640625630635640SAPPHIRE STREET & BAMBOOSHOOT LANE3.5'EYE HGT.280' SIGHT LINESIGHT LINE TO RDLIMITSPROP GRADE3.5'OBJ. HGT.3.5'OBJ. HGT.℄ SAPPHIRE STREET 7+007+508+008+509+009+5010+0010+5011+0011+50620625630635620625630635ALABASTER LANE & SAPPHIRE STREET3.5'EYE HGT.280' SIGHT LINESIGHT LINE TO RDLIMITSPROP GRADE3.5'OBJ. HGT.3.5'OBJ. HGT.℄ ALABASTER LANE 640640FUNNELROD DRIVE & HEYFORD DRIVE7+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+006206256306356406453.5' OBJ. HGT. 3.5'OBJ. HGT.3.5'EYE HGT.℄ FUNNELROD DRIVE280' SIGHT LINE280' SIGHT LINE7+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+00625630635640645EDELWEISS WAY & HEYFORD DRIVE℄ EDELWEISS WAY 3.5' EYE HGT. 3.5' OBJ. HGT. 3.5' OBJ. HGT.280' SIGHT LINE280' SIGHT LINEPROPGRADEPROPGRADE625630635640645151 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, WV50SIGHT DISTANCE PROFILESRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'502505010012/05/2023 STORM EX 109-109AH: 1"=50'V: 1"=5'STORM 109A-109EH: 1"=50'V: 1"=5'STORM 109A-109BH: 1"=50'V: 1"=5'-1+00-0+500+000+501+001+502+0060561061562062563060561061562062563085' - 24" ADS N-12 @ 0.51%EX 109109A0+00.00 = EX BASEINV OUT = 613.40INV IN = 613.65INV IN = 613.500+85.17 = 48" BASEINV OUT = 614.09INV IN = 614.19INV IN = 614.34 TOP = 623.94TOP = 623.10DI-3CC - 6'-1+00-0+500+000+501+001+506006106156206256306356406006106156206256306356403 4 ' - 1 5 " A D S N - 1 2 @ 9 . 4 8%109A109B0+00.00 = 48" BASE INV OUT = 614.09 INV IN = 614.34 INV IN = 614.19 0+33.67 = 48" BASE INV OUT = 617.53 TOP = 623.10 DI-3CC - 6' TOP = 623.10 DI-2B - 6'-1+00-0+500+000+501+001+502+002+503+003+5060060561061562062563063564064565060060561061562062563063564064565025' - 18"ADS N-12 @ 0.50%108' - 15" ADS N-12 @ 0.50%92' - 15" ADS N-12 @ 0.50%109A109C109D109E0+00.00 = 48" BASE INV OUT = 614.09 INV IN = 614.19 INV IN = 614.34 0+25.23 = 48" BASE INV OUT = 614.31 INV IN = 614.41 1+32.74 = NYP-30" INV OUT = 614.95 INV IN = 615.05 2+25.07 = NYP-30" INV OUT = 615.51 INV IN = 615.51 TOP = 623.10 DI-3CC - 6' TOP = 622.69 DI-1 TOP = 622.00 NYP-30 TOP = 621.50 NYP-30 -1+00-0+500+000+501+001+50605610615620625630635605610615620625630635EX 116C116D0+00.00 = EX Base INV OUT = 620.20 INV IN = 620.45 INV IN = 620.30 TOP = 626.72STORM EX 116C-116DH: 1"=50'V: 1"=5'EX GRADEPROP GRADEHGLHGLPROP GRADEEX GRADEEX GRADEPROP GRADEHGLEX GRADEPROP GRADEHGLBMP 2SUBGRADEINV IN (4" PVC UD) = 615.67 47' - 15"ADS N-12 @ 3.09%0+46.64 = 48" BASE INV OUT = 621.89 TOP = 626.30 DI-3B - 6' WL XING605605SAN XING 18" MIN.CLEAR151 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, WV51STORM SEWER PROFILESRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'502505010012/05/2023 -1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+0059560060561061562062563063564064559560060561061562062563063564064529.47' - 30" ADS N-12 @0.50%33.75' - 30" ADS N-12 @0.50%112.29' - 30" ADS N-12 @0.50%78.80' - 24" ADS N-12 @0.50%195.91' - 24" ADS N-12 @0.75%44.63' - 18" ADS N-12 @0.75%39.83' - 18" ADS N-12 @0.75%77.84' - 15" ADS N-12 @0.50%150151151A151B151C153154155153A0+00.00 = INV OUT = 615.750+29.47 = DI-2B - 6'INV OUT = 615.90INV IN = 616.000+63.22 = DI-3B - 8'INV OUT = 616.17INV IN = 616.271+75.51 = DI-3B - 6'INV OUT = 616.83INV IN = 617.33INV IN = 618.08 2+54.32 = INV OUT = 617.72 INV IN = 617.82 4+50.23 = DI-3B - 8' INV OUT = 619.29 INV IN = 619.79 4+94.87 = DI-3B -10' INV OUT = 620.13 INV IN = 620.33 5+34.69 = DI-2B - 8' INV OUT = 620.62 INV IN = 620.87 6+12.53 = DI-2B - 6' INV OUT = 621.26 TOP = 623.33TOP = 623.33TOP = 626.49 TOP = 628.91 TOP = 627.08 TOP = 626.50 TOP = 626.92 TOP = 625.34 SAN XING WL XING 18" MIN.CLEARSEE WQDETAILS FOROUTLETPROTECTIONEX GRADEPROP GRADEHGL-1+00-0+500+000+501+0059560060561061562062563063564059560060561061562062563063564033.77' - 15" ADS N-12 @4.00%151B1520+00.00 = DI-3B - 6' INV OUT = 616.83 INV IN = 618.08 INV IN = 617.33 0+33.77 = DI-2B - 6' INV OUT = 619.43 INV IN = 619.43 TOP = 626.49 TOP = 625.99 SAN XINGSTORM 150-153AH: 1"=50'V: 1"=5'EX GRADEPROP GRADEHGLSAN LAT XINGSAN LAT XING SAN XING SAN XING WL XING 18" MIN.CLEARSAN LAT XING SAN LAT XING 18" MIN.CLEAR-1+00-0+500+000+501+001+502+002+503+003+504+004+505+0060060561061562062563063564060060561061562062563063564094' - 18" ADS N-12 @ 0.50%58' - 15"ADS N-12 @ 0.91%116' - 15" ADS N-12 @ 0.75%88' - 15" ADS N-12 @ 0.75%1601611621631640+00.00 = ES-1 (18)INV OUT = 622.150+93.96 = 48" BASEINV OUT = 622.62INV IN = 622.871+51.72 = 48" BASEINV OUT = 623.39INV IN = 623.49 2+67.41 = 48" BASE INV OUT = 624.36 INV IN = 624.46 3+55.08 = 48" BASE INV OUT = 625.12 TOP = 627.20DI-3C - 6'TOP = 628.00DI-3C - 6' TOP = 628.65 DI-3B - 8' TOP = 629.37 DI-3B - 6' WL XINGWL XINGSTORM 160-164H: 1"=50'V: 1"=5'-0+500+000+50605610615620625630635640605610615620625630635640EX 113113A0+00.00 = EX 72" RISER INV OUT = 616.06 INV IN = 617.79 INV IN = 616.16 0+14.73 = NYP-30" INV OUT = 617.87 INV IN (4" PVC UD)= 619.17 TOP = 625.50 60" RISER TOP = 624.00 NYP-3015' - 18"ADS N-12 @ 0.48%PROPGRADEEX GRADESTORM EX 113-113AH: 1"=50'V: 1"=5'EX GRADEPROP GRADEHGLEX GRADEPROP GRADEHGLBMP 3SUBGRADEWL XING 18" MIN.CLEAR18" MIN.CLEAR18" MIN.CLEARSEE WQDETAILS FOROUTLETPROTECTION-0+500+000+501+001+502+002+5060561061562062563063560561061562062563063579' - 15" ADS N-12 @ 1.00%119' - 15" ADS N-12 @ 1.00%EX 1721731740+00.00 = EX Base INV OUT = 613.17 INV IN = 613.42 0+79.05 = BASE INV OUT = 614.21 INV IN = 614.31 1+98.04 = NYP-30" INV OUT = 615.50 TOP = 625.11 TOP = 623.00 48" RISER TOP = 622.00 NYP-30STORM EX 172-174H: 1"=50'V: 1"=5'HGLSAN LAT XING SAN XING SAN XING SAN 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, WV52STORM SEWER PROFILESRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23V: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'502505010012/05/2023 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/A53STORM SEWER & HGL COMPSRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 2312/05/2023 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/A54STORM SEWER INLET COMPSRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 2312/05/2023 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/A55VDOT-SITE DETAILS STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23**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 MAINTAINED12/05/2023 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/A56VDOT DETAILSRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23Section 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.12/05/2023 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/A57VDOT DETAILSRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 2312/05/2023 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/A58VDOT DETAILSRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23SQUARE 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.12/05/2023 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/A59FREDERICK WATER DETAILS STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23 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 0912/05/2023 12/05/2023 61PROFFER COMPLIANCE SHEET STEPHENSON VILLAGE II SECTION 23N/ASTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ2760B22-0563151 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.Date12/05/2023 FUNNELROD DRIVE52' ROWBAMBOO SH O O T L A N E (PRIVATE )SECTION 22SECTION 23SNOWDEN BRIDGE BLVDSECTION 22SECTION 23100' TAPER100' TURNLANETYPE-III TRAFFICBARRIER W/ TYPE 4OBJECT MARKS151 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" = 30'62SIGNING AND STRIPING PLANRev. No.Date0302/03/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-05632760BSTEPHENSON VILLAGE II SECTION 23603001530SCALE: 1" = 30'PAVEMENT 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 PLANTYPE 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.ABCDSQUARE 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 NOTESENOTE:1.THE DESIGN OF THE CURRENT TWO LANES AND FUTUREFOUR LANES OF SNOWDEN BRIDGE BOULEVARD ARESHOWN PER THE ORIGINAL VDOT APPROVED PLAN SETDATED DECEMBER 22, 2006 AND INCLUDE APPROVEDREVISIONS DATED NOVEMBER 22, 2013 AND AUGUST 01,2017.12/05/2023 STREETLIGHT(SEC 22)20' PUBLIC TRAIL EASEMENTXXXXXXSTREETLIGHT(SEC 22)STREETLIGHT(SEC 22)STREETLIGHTSTREETLIGHTSTREETLIGHTSTREETLIGHTSTREETLIGHT151 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'PHOTOMETRIC PLANRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA05/16/2022TTC/ZJ22-052760BSTEPHENSON VILLAGE II SECTION 231206003060SCALE: 1" = 60'6363PROPOSED STREETLIGHTTYPICAL PHOTOMETRIC PATTERN12/05/2023