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HomeMy WebLinkAbout01-10 Southern Hills Phase 2 224 Lots 50.2 Acres Opequon - BackfileSUBDIVISION CHECKLIST 1. Comment sheets from the following agencies, along with any marked copies of the plan: VDOT City of Winchester GIS Sanitation Authority '�Health Department (�- Inspections Department L `' Parks & Recreation Fire Marshall County Engineer 2. ✓` One copy of the subdivision application TRACKING SHEET FMNM ; , � "�� Application received v© Fee paid 100 To be filled in if an MDP is associated with this subdivision MDP# ,6� Approved by BOS: l? Admin. Approval: Information entered in D-base and Reference Manual Application Action Summary updated Plat(s) signed by Subdivision Administrator Approval letter to applicant/copy to file & cc's Copy of final subdivision plat(s) [with signatures] made and given to GIS for structure numbering assignment Updated D-base and Reference Manual Application Action Summary updated Final plat(s) submitted with review agency signatures along with: Recorded Deed of Dedication Sys ID 4 Bond estimate (if required) $_ 0 co a) LC E N L � O o 2-E °+'o 0 Q Ln (.D u =R, p �, t N N ai UJ O ,;> Ln N a C Z lU 10 a Cai r C O- O > �t m r+ > Ln DATE RECEIVED FROMG,� °'iCt k: - ADDRESS _� A�'.,lS ti tX• ti1r;� r °"l,c C n �.h..��.:'i`:t')i��.;v�...• \„���*i, i.ti,.,'lf*, `�.i`�"j�,j,,,,i�..,���:f,�.�W FOR FOR AMT. C RBA cou T. P, LAN DUE yz4 TAX PARCEL 85D-1-1-95 40.3609 ACRES TAX PARCELS 85D-1-1-89 THROUGH 85D-1-1-94 + 1.7463 ACRES PHASE If TOTAL 42.1072 ACRES LOTS (119) 23.7128 ACRES OPEN SPACE A 11.7775 ACRES OPEN SPACE B 0.5272 ACRES DEDICATED ROAD RIGHTS -OF -WAY 5.8567 ACRES EW/NG FAMILY CEMETERY LOT 0.2310 ACRES PHASE If TOTAL 42.1072 ACRES L BRL = BUILDING RESTRICTION UNE F.W. ESMT. = EASEMENT GRANTED TO FREDERICK WATER PER ZONING ORDINANCE DR. ESMT. = DRAINAGE EASEMENT GRANTED = CENTERUNE S.D. ESMT. = SIGHT DISTANCE EASEMENT GRANTED R/W = RIGHT OF WAY ESMT. = EASEMENT INST. No. = INSTRUMENT NUMBER EX. = EXISTING S F. = SOLIARE FEET — - — - — - — = ROAD AND EASEMENT PLE - PRIVATE SANITARY SEWER CENTERUNES LATERAL EASEMENT t[SC.Clrs� 1. THE BOUNDARY AND ACREAGE INFORMATION SHOWN HEREON IS BASED ON PLATS RECORDED AS INSTRUMENT Nos. 060011588 (FlN,4L SUBDMSION FOR SOUTHERN HILLS PHASE l) AND 160002930 (BOUNDARY LINE ADJUSTMENT) AND FIELD SURVEYS PERFORMED BY THIS RRM. 2. NO TITLE REPORT FURNISHED. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN. J. TITLE TO TAX PARCELS 85D-1-1-89, 85D-1-1-90, 850-1-1-91, 850-1-1-92, 85D-1-1-93, 85D-1-1-94 AND 85D-1-1-95 IS VESTED IN RICHMOND AMERICAA/ HOMES OF WRGIN/A, INC. AS RECORDED BY INSTRUMENT No. 180001498. 4. THE PROPERTY SHOWN HEREON LIES WITHIN ZONE A: SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO INUNDATION BY THE 1X ANNUAL CHANCE FLOOD, NO BASE FLOOD ELEVATIONS DETERMINED AND ZONE X. AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPL41N PER N.F.I.P. FLOOD INSURANCE RATE MAP No. 51069C03300, EFFECTIVE DATE SEPTEMBER 2, 2009. THE APPROXIMATE LIMITS OF SAID ZONE A ARE DEPICTED HEREON AS DETERMINED BY GRAPHIC PLOTTING OF TH£ REFERENCED FLOOD INSURANCE RATE MAP. 5. NORTH ARROWS REPRESENT THE MERIDIAN OF RECORD SHOWN ON THE BOUNDARY LINE ADJUSTMENT PLAT RECORDED AS INSTRUMENT No. 160002930. 6. BUILDING SETBACK RESTRICTIONS FOR 82 ZONING ARE. FRONT - 50' ON PRIMARY/ATERML HIGHWAYS, 35' ON COLLECTOR/MINOR STREETS SIDE & REAR - NONE BUILDING SETBACK RES7RIC71ONS FOR RP ZONING ARE BASED ON THE CLASSIFICA77ON OF HOUSING TYPES WHICH ARE DETERMINED DURING SITE PLAN DEVELOPMENT. THE ENTIRETY OF THE 100 FOOT RESERVATION FOR FUTURE ROAD RIGHT-OF-WAY IS BUILDING RESTRICTED. 7. INSTRUMENT No. 060022360 RESERVES EASEMENTS FOR THE DISTRIBUTION OF ELECTRIC AND COMMUNICATION SYSTEMS ALONG THE ROAD FRONTAGES (25' WIDE, OFFSET 5' FROM RIGHT-OF-WAY UNE) AND ALONG THE LOT LINES (10' WIDE) `N17HIN ALL SECTIONS SOUTHERN HILLS SUBOMSION. " SEE REFERENCED DEED FOR A MORE DETAILED DESCRIPTION. 8. ALL RECORDING REFERENCES ARE TO THE LAND RECORDS OF THE FREDERICK COUNTY CIRCUIT COURT CLERKS OFFICE. FINAL SUBDIVISION PLAT SOUTHERN HILLS PHASE II r OPE " 94=EM DISTRICT, n?&VRlCK COUNTY, WRGM jEo umta i a ryes Lnum m � SCALE.• NIA DATE.- FEBRUARY 22, 2018 Lic. No. 1837 GREENWAYENGINEERING, INC 151 WindyRIOLane �D SUR�� mtEAY Winchester, Fuss ra 22602 Telephone: (540) 662-4185 GRFAX (540) 712-9528 SHEET 2 OF 39 ENGINEERING www.gmmwa}engcom SUB 17-04 65 C:D INDEX SOUTHERN HILLS PHASE I INST. No. 51 52 SOT 06001158E PH ! 50 OPEN 49 SPACE 48 55 OPEN SPAC A f 47 105 OPEN 46 106 57 SPACE 45 107 104 58 59 44 108 101 43 109 102 60 101 82 61 42 110 41 111 100 83 81 62 63 40 j 112 99 84 80 64 39 113 98 85 79 3 65 38 j 114 97 86 78 2 66 37 2 W 115 96 87 77 ; 67 36 116 95 86 76 68 35 34 m 117 94 89 75 69 70 30 31 33 118 93 90 74 71 31 119 92 91 73 71 WESTCHESTER DRIVE m 29128127126125 24 13 1 22 21 20 19 18 17 16 15 73 OPEN j]2 3 4 T F67T89 10 11 12 13 14 B � BB N0. SHEET CONTENT 1 COVER 2 NOTES 3 INDEX 4 PH. II BOUNDARY 5 ROAD BUFFERS 6 PH. I LOT VACATION 7 LOTS 1-3 8 LOTS 4-8 9 LOTS 9-12 10 LOTS 12-14 11 LOTS 15-18 I2 LOTS 19-22 1131 LOTS 23-27 7OWN RLN LANE 45- RICW-OF-WAY, DO 4M PG 131. MT. No. 060011587 NO. SHEET CONTENT 14 LOTS 28-29 15 LOTS 30-31 16 LOTS 32-36 17 L TS 92-95,116-1 f9 18 LOTS 73-76,88-91 19 LOTS 69-72 20 LOIS 64-66 21 LOTS 77-8 ,84-87 22 LOTS 96-99,112-115 23 LOTS 37-41 24 LOTS 42-45 1251 LOTS 108-111 261 LOTS 100-103 FINAL SUBDIVISION PLAT SOUTHERN HILLS PHASE # OPMWN A14067EM DISTRICT, FREDOWK COUNTY, VIRC 4 SCALE.• I' = 250' 1 DATE: FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC 151 Wmdy Bill Larne rrm � Wmche W,, Virginia 22602 Telephone: (540) 662-4185 GREENWAY FAX (540) 722-9528 ENGINEERING www.greenwayeng com PH I OPEN SPACE A NO. SHEET CONTENT 27 LOTS 81-83,104 28 LOTS 60-63 29 LOTS 55-59 30 CEMETERY LOT 31 LOTS 52- 4 321 LOTS 49-51 33 LOTS 46-48 34 LOTS 105-107 35 EX. SANITARY ESMTS 36 CURVE 1ABLE SHT. 1 37 CURVE TABLE SHT. 2 38 LINE 1ABLE 39 1 ESMT. LINE TABLE EMEST S. AM' Lic. No. 1837 t Z✓LL�/d' _ SHEET 3 OF 39 SUB 17-04 C CC N0. SHEET CONTENT 1 COVER 2 NOTES 3 INDEX 4 PH. II BOUNDARY 5 ROAD BUFFERS 6 PH. I LOT VACATION 7 LOTS 1-3 8 LOTS 4-8 9 LOTS 9-12 10 LOTS 12-14 11 LOTS 15-18 I2 LOTS 19-22 1131 LOTS 23-27 7OWN RLN LANE 45- RICW-OF-WAY, DO 4M PG 131. MT. No. 060011587 NO. SHEET CONTENT 14 LOTS 28-29 15 LOTS 30-31 16 LOTS 32-36 17 L TS 92-95,116-1 f9 18 LOTS 73-76,88-91 19 LOTS 69-72 20 LOIS 64-66 21 LOTS 77-8 ,84-87 22 LOTS 96-99,112-115 23 LOTS 37-41 24 LOTS 42-45 1251 LOTS 108-111 261 LOTS 100-103 FINAL SUBDIVISION PLAT SOUTHERN HILLS PHASE # OPMWN A14067EM DISTRICT, FREDOWK COUNTY, VIRC 4 SCALE.• I' = 250' 1 DATE: FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC 151 Wmdy Bill Larne rrm � Wmche W,, Virginia 22602 Telephone: (540) 662-4185 GREENWAY FAX (540) 722-9528 ENGINEERING www.greenwayeng com PH I OPEN SPACE A NO. SHEET CONTENT 27 LOTS 81-83,104 28 LOTS 60-63 29 LOTS 55-59 30 CEMETERY LOT 31 LOTS 52- 4 321 LOTS 49-51 33 LOTS 46-48 34 LOTS 105-107 35 EX. SANITARY ESMTS 36 CURVE 1ABLE SHT. 1 37 CURVE TABLE SHT. 2 38 LINE 1ABLE 39 1 ESMT. LINE TABLE EMEST S. AM' Lic. No. 1837 t Z✓LL�/d' _ SHEET 3 OF 39 SUB 17-04 C CC 7OWN RLN LANE 45- RICW-OF-WAY, DO 4M PG 131. MT. No. 060011587 NO. SHEET CONTENT 14 LOTS 28-29 15 LOTS 30-31 16 LOTS 32-36 17 L TS 92-95,116-1 f9 18 LOTS 73-76,88-91 19 LOTS 69-72 20 LOIS 64-66 21 LOTS 77-8 ,84-87 22 LOTS 96-99,112-115 23 LOTS 37-41 24 LOTS 42-45 1251 LOTS 108-111 261 LOTS 100-103 FINAL SUBDIVISION PLAT SOUTHERN HILLS PHASE # OPMWN A14067EM DISTRICT, FREDOWK COUNTY, VIRC 4 SCALE.• I' = 250' 1 DATE: FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC 151 Wmdy Bill Larne rrm � Wmche W,, Virginia 22602 Telephone: (540) 662-4185 GREENWAY FAX (540) 722-9528 ENGINEERING www.greenwayeng com PH I OPEN SPACE A NO. SHEET CONTENT 27 LOTS 81-83,104 28 LOTS 60-63 29 LOTS 55-59 30 CEMETERY LOT 31 LOTS 52- 4 321 LOTS 49-51 33 LOTS 46-48 34 LOTS 105-107 35 EX. SANITARY ESMTS 36 CURVE 1ABLE SHT. 1 37 CURVE TABLE SHT. 2 38 LINE 1ABLE 39 1 ESMT. LINE TABLE EMEST S. AM' Lic. No. 1837 t Z✓LL�/d' _ SHEET 3 OF 39 SUB 17-04 C CC FINAL SUBDIVISION PLAT SOUTHERN HILLS PHASE # OPMWN A14067EM DISTRICT, FREDOWK COUNTY, VIRC 4 SCALE.• I' = 250' 1 DATE: FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC 151 Wmdy Bill Larne rrm � Wmche W,, Virginia 22602 Telephone: (540) 662-4185 GREENWAY FAX (540) 722-9528 ENGINEERING www.greenwayeng com PH I OPEN SPACE A NO. SHEET CONTENT 27 LOTS 81-83,104 28 LOTS 60-63 29 LOTS 55-59 30 CEMETERY LOT 31 LOTS 52- 4 321 LOTS 49-51 33 LOTS 46-48 34 LOTS 105-107 35 EX. SANITARY ESMTS 36 CURVE 1ABLE SHT. 1 37 CURVE TABLE SHT. 2 38 LINE 1ABLE 39 1 ESMT. LINE TABLE EMEST S. AM' Lic. No. 1837 t Z✓LL�/d' _ SHEET 3 OF 39 SUB 17-04 C CC EMEST S. AM' Lic. No. 1837 t Z✓LL�/d' _ SHEET 3 OF 39 SUB 17-04 C CC f r W S 0g2g�4gI 0.04 53 54 cF 52 51 ( � 56 47 OPEN 46 105 57 SPACE '$. 106 58 399. W 45 107 104 N 0fi i159p 44 108 103 59 43 102 109 60 ZE 101 82 61 � 42 110 41 111 100 83 81 62 +' OPEN 63 SPACE 40 j 112 99 84 80 A 39 � 64 65 85 79 113 98 38 CrJ 114 97 86 78 = 66 i 37 115 96 1Z 87 77 67 36 ? 116 95 Z 88 76 6835 3 m 75 69 34 117 94 89 70 0 30 31 33 118 93 90 74 71 `O y k a, 32 119 92 91 73 72 o WESTCHESTER DRIVE L3 V N �o 29 28 27 26 25 24 1231 22 21 1 F20 1 1,9118 1 17 16 15 13-t N 2849'10" E 554.63' N 27 32 4343 TOWN RUN LANE 45' RIGHT--OF-WAY DB 433 PG 131, INST. No. 060011587 FINAL SUBDIVISION PLAT SOUTHERN HILLS PHASE II OPMM MAGISIERWL mmICT, FREDERICK COUNTY, VIRGN14 SCALE. 1' = 200' DATE: FEBRUARY 22, 2018 GREENWAYENGINEERING, INC. 151 Windy 1i111 Lane R Wvkhe�r, Yv#nla 22,602 Telephone: (540) 662-4185 tEE AY FAX (540) 722-9528 NGINEERING me'µ c - 7.56 200 0 200 GRAPHIC ,SCAALLEt (INN FLEET) . e- LTH n, NEST S: ! - ' Lic. No. 1837 SHEET 4 OF 39 SUB 17-04 W/918, PHI' ,t 44 SPA 5 OpFdv 06 2, t 80.46 it a 1 1 Otto it 43 �tm t OPEN SPACE A 42 g0, 1 100 t % 41 t t 1 t Q ► i 40 t t it p 1 a 1 ` 39 o z li ► 38 ) 37 t t 36 1 1 ► ti 35 1 t � 1 j 34 ► DW 85 A-138 i 30 31 33 ARC,AD14 LAND INC. ► INST. No. 160006606 j 11.8556 ACRES i ZONE. 82 i I 32 t� I OPEN i m �I WESTCHESTER DRIVE g SPACE w A vy m i 29 28 27 26 ►o 125 0 125 ► GRAPHIC SCALE (IN FEET) 100' i 50' 1 2 3 4 t TOWN RUN MNE N 28'49'10" E 554.63' FINAL SUBDIVISION PLAT H oFD SOUTHERN HILLS PHASE II OPEWUON A14GlSIOM DISTRICT, FREDERICK COUNTY, WW 41 ST S. H R y Lic. No. 1837 1�, Z/Zyf 04' SCALE.• I" = 125' -DATE. • FEBRUARY 22, 2018 GNEENWAYENGINEENING, INC. 151 Windy Hill Lam SURF t,tEAY Windwitff, Vaghda 22602 Telephone:(540) 662-4185 SHEET GR FAX (540) 722-9528 E50EFJj SUB 17- ENGINEERING www.greenwa)vwcom c=z C 00 Ci EX. I I' PRIVATE SAN/URY SEWER FORCE AWN ESMT. , INST. No. 020017766 INST. No. 080001435 EX. WATERUN£ ESMT. . INST. No. 060011567 EX. 4' PERPETUAL ROADWAY ESMT. . INST. No. 060011567 EX. 5' STORM DRAINAGE ESMT. INST. N0. 060011587 EX. 10' GAS ESMT. INST. No. 0600115M EX. STORM DRAINAGE EW.. INST. No. 060011587 80 0 80 GRAPHIC SCALE (IN FEET) F=FI T.AI. 85D-1-1-95 I:I I I .t: EX 20 ORNIWGf ESMT. i T. No. 060D11588 [ q : HEREBY YAC00 LOT 94 II LOT 93 I I I j l LOT 92 ( :I I:I I II r.:I LOT 91 II POMW OF U. 20' SANITARY SEWER EW.. PIST. No. 060011988 WThW MTMN DRIVE HEREBY 1/"70 LOTS 89 THROUGH 94 SOUTHERN HILLS PHASE I INST. No. 060011588 HEREBY VACATED EX. 20' SANITARY � SEWER ESMT. WST. No. 0600115M al —DE —SAC ESMT. LOT 90 I: rl i IN HERMY VACAT I I I SOUTHERN HILLS 1' PHASE 111 i j l LOT 88 I I LOT 73 0 FINAL SUBDII/ISION PLAT SOUTHERN HILLS PHASE lI OPEOM AM MSIFRUL DISTRICT, FREaMM Comm; VNR041 SCALE. 1 " = 80' 1 DATE. FEBRUARY 22, 2018 GREENWA Y ENGINEERING, INC. 151 Wendy HX Lane rtEAY Wuwheatf, Vdrgrnia 22602 Telephone: (540) 662-4185GRFAX (540) 722-9529 ENGINEERING eNww'greaefuayen�oom of Lic. No. 1837 )JLL//P SHEET 6 OF 39 SUB 17-04 c i TM 85-A-138 40 0 40 c ARM A LAND INC. c: INST. No. 160006606 GRAPHIC SCALE (IN FEET) 11.8556 ACRES, ZONE.- 82 r, II S 63_00'29" £ 495.59' _ -- I II EX. 11 ' PRIVATE SANITARY SEWER FORCE MAIN ESMT INST. No. 020017766 INST. No. 0800014J5 EX. RESERVATION FOR !I II 100 FOOT W/DE I EX. 4' PERPETUAL FUTURE ROAD ROADWAY ESMT. RIGHT-OF-WAY ,I I INST. No. 060011587 INST. No. 160002930 cy+ -}- OPEN SPACE A EX. 20' WATERUN£ ESMT. 11NST. No. 060011587 50' ROAD EFFICIENCY BUFFER I I FULL SCREEN EX. 5' STORM DRAINAGE ESMT. INST. No. 060011587 15 01 ' 20 DR. ESMT. '� I l N 63'0t 3 S 63'00'29" E 135.40f 8' BRL 1 20 '� 4 w LOT 1 m '�y'r I� LC " 8416 S.F. NI of H� 86. . Q� + I N I pl cn ��Z--8' BRL —J N a 8' 2 N 62'27'T o I _ S 61'10'50" E 135.33' II I I 8,- .__ BRL l �) �---p � LOT 2 d 3 w LOT m E79 I� 8176 F. N z N 8120S.I 3M1 8' I I I--8 - RRL 2 y <n S 61'10E '50' 135.33' g N 6227'1 i I — 8' BRL N — — � $� �320 � Im LOT 3 m :') L07 • o- Iw 8064 8120 S.F. NI � E8o �� � I L--B' BRL —� N 8. (�S 61'10'50" E 135.33' g ` N 6227'17 II I I I 8' BRL J� ig 1 e$ I� e. SHEET 8 $ I I m LOT 4 ---�3 FINAL SUBDIVISION PLAT SOUTHERN HILLS PHASE ll �, VlNN EST N a a%vu MAG/S7M DISTRICT, FRFDOW Lic. o. 1837 SCALE. J' = 40' DATE.• FEBRL/ARY 22. 2018 GREENWAY ENGINEERING, INC. l 151 Wu* HigLane � SURV�'� Wmcheaw, 540 ��102 rxn Tekphon ( SHEET 7 OF 39 GREE WAY w4 ven yen&co8 x,N,W,�nwoyen,&corn SUB 17-04 ENGINEERING EX. 5' STORM DR4INAG£ £SMT. INST. No. 060011587_ EX. 11' PRIMATE SANITARY SEWER FORCE MNN ESMT.� INST. No. 020017766 INST. No. 080001435 S 3i ^ •� o g� � CZ ae a EX. 4' PERPEWAL ROADWAY ESMT. INST. No. 060011587 EX. 20' WATERLINE ESMT. INST. No. 060011587 £X. 10' G4S £SMT. INST. No. 06001158 SHEET 9 40 0 40 SHEET 7 GRAPH/C SCALE (IN FEET) w+' V) (7 E80 a� �cn I — ' S 61'1050" E 135.33' 8' BRL LOT 4 ml W l I o u, 8120 S.F. o �I E81 Q o B;BRL N N S 61.10 50' E 135.33' N N 8' BRL $ I m LOT 5 m� ; ' 3 to i IN 8120 S.F E82 ,a + 5 8 BRL JJ a g I m LOT 6 Jiu ti I IN 8120 S.F. of QI E83 E. BRL — � N ^ C4 N d f� S 61'f0'50` E 1� 35.33' N + I 8' BRL a � •N In IN2 LOT 7 m ; 'I 3 to _TJh 8117 S F. I Q� " N E84 w vim'•--8_BRL —� N h Z i N 41 S 61'1050" E 13--4.99 4 ti Ito Lora �� I IFN 8059 8' BRL SF. NI of c I m N I II I - � III � N O N �IE IL S.D. D. 1 �� �� I S 61'10 33. 50` E 165' I r� — 8' BRL ESMT4 I LOT 9 II ( I 10126 S.F. m� o+ N ", 21 RNAL SUBDIWS/ON PLAT SOUTHERN HILLS PHASE // SCALE I' = 40' 1 DATE: FEBRUARY 22, 2018 GREENWAY ENGINEERING, 7Nc. 151 Windy Hill Lane am �, Wmehmwr, Vu#nia 22602 Telephone: (540) 662-4185 GREE WAY FAX (540) 72.2-9528 www• ENGINEERING enwayrn&com TH pp, Liic.No: 1837 URy�'�o SHEET 8 OF 39, SUB 17-04 L� cc w 40 0 40 SHEET 8 GRAPHIC SCALE (IN FEET) a II I I 8" f 2 , I` 280' I I ITS_ _ N y S 61'f050 E 133.65,W � ESMT rn I I I �— 8' BRL a — h a IF co II IIN I LOT 9 al 1+ ~r p I 10126 S F. N f H E86 2 25_BRL T J + $ 20' I _ 20' DR. ESMT vi c� Ell —� S 62'27'17" E 82.94' L6 in 15' F.W. N i _� NE _ MATH�W OR 6r27'17" E 313.15' 50' R15T--OF-WAY • S 62-27'17" E 83.43' L8 DR. ESMT. , 25' BRL I I r S.D.I18.72' II ESMT Itl LOT 10 EX. 5' STORM �I I I m 12586 S.F m lmj w I DRAINAGE ESMT. INST. No. 060011587 q$ I IIN I I I III I 8' BRL _� Iao N EX. 10' GAS ESMT. I I I N� °! INST. No. 060011588 - S 62*27'16" E 134.37 g•� w; I IC D( 11 ' PRIVATE SANITARY I 8' BRL SEWER FORCE MAIN ESMT � 2 I I 'x' INST. No. 020017766 o I I m LOT 11 _ a L INST. No. 080001435 I I I 8080 S F. NII g o II I I 8' BRL S 62'27'17 E 134.95 g o _w I IC 8'BRL EX. 4' PERP£TML II � — — � — o `O X- r ROADWAY ESMT. m : ' o INST. No. 06OUl1587 o I I Ik LOT 12 N 8115 S F. NI EX. 20' WATERLINE ESMT. INST. No. 060011567 I I I _ _ 8' BRL s sr27'1 i" E 135.53' SHEET 10 i.11711 — —o%nni FINAL SUBDIVISION PLAT �p,LTH ofD SOUTHERN HILLS PHASE // ,�Q� 'A" Oft-WM AGIMVV WL plVW,, naMO ICK COUNTY, MOM UN1 SCALE.- 1" = 40' DATE.• FEBRUARY 22, 2018GREENWAYENGINEERING, INC.151 WmdyHiULane rtEAY Wbwhester, Vbozia 22602Telephone: (540) 662-4185 FAX (am) 722-9528 SHEET 9 OF 39 ENGINEERING www.gnenwayengawn SUB 17-04 ddddj c- 0 EX. 4' PERPETUALj ROADWAY ESMT INST No. 0600115871 EX. 20' WATERLINE ESMT-1 INST. No. 060011587 o�$ Z ao 1, O F� Ov z CSJ EX. 5' STORM DRNNAGE ESMT. INST. No. 060011587 EX. 10' GAS ESMT. INST. No. 06001158 EX. II' PRIVATE SANITARY SEWER FORCE MAIN ESMT. INST. No. 020017766 INST. No. 080001435 EX. STORM DRAINAGE ESMT. INST. No. 060011587 40 0 40 SHEET 9 GRAPHIC SCALE (IN FEET} it II lF— 8'BRL—� NI $Ir 2 I S 62'27'17' E 134.95' $ ce„` _'• `- � 8' BRL $ I I) i Im LOT 12 m WI i 8115 S F ip N N of 8' BRL N 2 1 S 6227'17' E 135.53' c 8' BRL II I Im LOT 13 CS �o I N 8149 S .. II I it 8' BRL N s IIL-- —� 2 a I S 62'27'16' I 8' BRLNh $ Z $ I I m LOT 14 8184 S.F. I IN 8' BRL I S 62 27, 17 E 136.69' zl I ' I �I OPEN SPACE B f II 1 I I DR. ESMT. C71 ' �y 11 O9" f 287.46' PHASE 1 II OPEN SPACE 8 �f it FINAL SUBDMSION PLAT SOUTHERN HILLS PHASE II SCALE. 1' = 40' 1 DATE: FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC. 151 Windy HUM Lane nrm "71 Winchester, Kubio 22602 Tekphone: (540) 662-4185 GREE WAY FAX (540) 722--9528 ENGINEERING K'''greCOm EX. 20' E2 r� SANITARY ' J SEWER ESMT INST No. c�I; i 060011588 LOT 88PHASE TH Lic. No' 1837 SHEET 10 SUB 17-04 SHEET 12 N 62'27'17" W 138.40' 8 BRL (o 1A LOT 18 8286 S.F. aI r gI QI a I $ 8' BRL _ I -- N 6227'17' W 137.82' 8' BRL _ 1 w I Im LOT 7 N. o 8252 S.F gjr—_ 8' BRL N 62*27*17" W 8' BRL 137.24' I `� LOT 16 40 0 40 C WPHIC SCALE (11V FEET) $ yi I I�2o o I 25 SAVANNAH WAY O' RIGHT-OF-WAY 10.85' 8217 S.F. M IIo -1 I r__ 8' BRL $ Z cp q g � N N 6227'17' W IJ6.66' w ^� N I 8' BRL I N w I LOT 15 w Igo w i III 8182 S.F. 8' BRL _ N 6227'f7' W 136.08' a I o� � ESMT� I I OPEN SPACE B I .0 1 -- S 5913'09. £ 287.46'— EX. 20' "E2-- SANITARY — _15.08' SEWER ESMT INST. No. I PHASE 1 ~ 060011586, OPEN SPACE B PHASE LOT 81 8PHASE I 1 - I LOT 73 FlNAL SUBDIVISION PLAT SOUTHERN HILLS PHASE N SCALE. I' = 40' 1 DATE.- FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane RM on NUcheat+er, Vuoda 22602 Telephone: (540) 662-4185 SEE WAY FAX (540) 722-9528 NGINEERING'w c. n co (J-, v3 20' 7 �1 E8 J 26' PHASE i OPEN SPACE B Lic.ZNN .1837 sutty� SHEET 11 OF 39 SUB 17-04 121 SHEET 13 8187 S.F. M N ^ 8' BRL — — —1 �I N 6227'17" W 138.26' I 8' BRL / LOT 22 N � 9 ,� i 8266 S F. N I 8' BRL ti IV 6277'17' W 139.59' I _0. —T B — FRL of N IF N �� ? LOT 21 10488 S. F. 6 8' BRL F. N 6227'1 ' RIGHT-OF-WAY — S 62'27'17" E 313.15' 50 E 83 43' L8 N 62'27'17' W 114.72' \ S F. W. SMT. - LU , ESMT. IN —, ' BRL H x �—-- J. N I IN O o LOT 20 10596 SF. �I N + E87 j I oo -- s N 6227'l7 W 138 98, 8' BRL — �J w I� LOT 19 37 g $� r% 8321 S.F. �) o 8' BRL NI —J o _ y o N 62'27'17' W 136.40' hl SHEET 11 FINAL SUBMSION PLAT SOUTHERN HILLS PHASE II 40 0 40 GRAPHIC SCALE (IN FEET) olI � � wo N la z c„ N L1 � ti L o 00 (— N Cya 1V O p N O N114 SCALE.- I- = 40' DATE.- FEBRUARY 22, 2018 GREENWAY ENGINEERING, iNc. 151 Hlb* Hia Lane itSAY Winchester, Vb#nia 22602 Tekphone: (540) 662-4185 iRFAX. (540) 722-9528 ENGINEERING x+navgieenwayen&crntt vi o ffM DRNE RIGHT-OF-WAY y N w Lic. Wo. 1837 2/A //� p SHEET 12 OF 39 SUB 17-04 SHEET 14 w LIJ NI o N 8' BRL ` 2 c 7.1 y �i N N 62'27'17" W 131.51' ^, IRe 20' 8' BRL 3 WI o, LOT 27 8064 S.F. �� $ wI E80 �� I 2 "K N 62'27'17" W 13287' 1 J1 • LOT 26 E81 I 8012 S.F. I $ a w [02 8' BRLN 62'27'17" W134.20' 408'BRLLOT 258363 S. F.•r 7F N N I 8' BRL- - J `I N N U.— N 62'27'17" WW 135.58' H 40 1 w 8' BRL k LOT 24 f83 b m p� 8312 S.F. �I $ I BRL N N m N 62'27'17' W 136.94' I N k 2� 8' BRL ) 3 W do LOT 23 E84 Ia 8187 S.F. �I o 2 1 I 8' BRL $� �- N 62'27'17' W 138.26' N I 8' BRL m Wj 3 L LOT 22 oI 1I_ 07 ^I r� nwnn n r rt. r.. SHEET 12 FINAL SUBDMSION PLAT SOUTHERN HILLS PHASE N OPEOUON MAGISTERIAL D1Smv, FRODWK COWY. WIRGINIA SCALE I' -- 40' 1 DATE.- FEBRUARY 22, 2018 GREENWA Y ENGINEERING, INC. 151 Wbuly HUI lane nvc >sn Wowhesw,, 22602 Tekphone: (540) 662-4185 GREE WAY Fax (540) 722-9529 www ENGINEERING .greenwayengcom 40 0 40 GRAPHIC SCALE (IN FEET) 20 BF c 25' Bf y �, moo' BRANOENBURY COURT 50' RICHT-0F5Wdk27'1 6q 61 I 6/ 25' t Cr C • I� � to a cn Q` J ' L 20' i PST — T� �ALTH OF pf ST S. TH a Lic. N . 1837 SURF SHEET 13 OF 39 SUB 17-04 ro W l 40 0 40. TM 85-A-138 ARC4Dl4 LAND INC. GRAPHIC SCALE (IN FEET') INST. No. 160006606 11.8556 ACRES, ZONE.' 82 S 63'00'29" E 495.59' EX. RESERVA71ON FOR 100 FOOT WIDE FUTURE ROAD RIGHT-OF-WAY INST. No. 1600029JO OPEN SPACE A 50' ROAD EFFICIENCY BUFFER FULL SCREEN 15 o 1 ' P0' DR. ESMT. _ —C27— — N 63'00'29' W 145.37' —8 r C '„� 8' BRL �V20 — I�� o LOT29 8656 S.F. # �� ' a 0 O N 8BR` — J 17 L ` w S 62 27'17' E 2 �N N 6227'17" W 130. i3' BRL �� I `" (Q LOT 28 I E79 0 8176 S.F. m 8' 8RL N 6227'17" W 131.51' �I 20' 8' BRL S 6, .LOT 27 �'' a 7s:00' o 8SF. o H �I oI - SHEET 13 RNAL SUBDMSION PLAT �p,LTH OFy SOUTHERN HILLS PHASE II OPEWUON M4GWD?14L DISTRICT, FREMICK COUNTY, NRGINN S. 1H a Lic. No. 1837 SCALE: 1' = 40' DATE.• FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC. 151 WindyRim Lane sURv�'� rrm a4n WWcheWer, Vaguua 22602 Telephone: (7) 662-4185 SHEET 14 OF 39 GREE WAY FAA (540) T22-9528 SUB 17-04 ENGINEERING www.graenwayer{�com 40 0 40 GRAPHIC SCALE (IN FEET) OPEN SPACE A i ^III J Ncwp FlCN o _ — E24 ' L S 2732'43 W 60.01 ' _ S 27*3243" W ESMT. N I — F 50.01 ' 74.37' 75.84' CN �O W mI LOT 30 I" I LOT 31 -"— I T y wl 9897 S F. R ' 11903 S.F. I - i . I Isis I� Ito E65 L15 2240' 50RIGHT-OF-WAY IN I I Sg• U W I I ^g I � N L16 c�6 62.50 SHEET 14 FINAL SUB011/ISION PLAT SOUMERN HILLS PHASE lI O%UM AIAG/STM AL D/STR= FREDERICK COUNTY, VIMN14 SCALE.• 1' = 40' DATE: FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC. 151 Wordy JM Lane rtAY Wuuhmw, VL bda 22602 Tikpho»e (540) 662-4I85 FRPAX (�) �-9528 ENGINEERING H''' L_ F.W. ESM . c� L 14 S 273,2 c _ N 2732 4 I N 2732'43' E o,p; Nrll I J ZtiYOhlff a Lic. No. � 837 malls SHEET 15 OF 39 SUB 17-04 c SHEET 23 SHEET 22 I S 2T3243" W 135.00' 8' OWL I t�►+GRAPHI SCALE t FEET) I I+---- (I 8' OPEN �$ I m LOT 36 SPACE I o 8324 S.F. N 2T32 43" A I i N 8,- 8' BRL _ S�" W 135.00' o m LOT 1 8' BRL ( I N 8050 LOT 35 mI ^ L — a' 8324 S.F. cq N 27*32'43"_ 4 I� — 8' BRL — —J c�+ F 8' RIME � 47ERAL S 2732'43' W 135.00' _ I $ I m LOT ESMT 8' BRL , w , ^d I 8050 84' �---- ^ N _ A lLl I J LOT 34 JI I w iN o 8324 S.F. N 8' I I I 8' BRL — I o N 27*3243' 31 ` S 2732'43" W 135.00' _ 25' l§ 3 S F e 6 L 1 F.W. $ I LOT ' ESMT. a I I m LOT 33 ;°I �, , N 8050 8324 S. F. N to I `r I10x10 I = ' L — 8. 8' BRL — I F W r. I ESMT N 273243" S 2732'43" W 135.00' 8' �D 8' BRL — m LOT 32 m I h ^ LOT 10531 S.F. NI % N 9735 25' BRC — v� \� L — 25 �0 OR. �`� DR. C L 14 _ £64 � �0 ESMT. c� ESMT. h S 2732'43' W 110.00' MESA 14.00' F W 50' N 2T32 43' £ 246.81 OUT 1 L56' *ESTCHESM? DRIVE V 2732'43' E 50' RIGHT-OF-WAY 29.26' 3.54' N 2732 43 " . 61.00' _ 60.00' 62.00' - r 61.00' - 5 SHEET 13 FINAL SUBMS/ON PLAT �AtTH oF� SOUMERN HILLS PHASE OPEq M MWGI3TER k DISTRICT, FREDMW COUNT; VWN14 +`, NEST S. iH a SCALE. i' = 40' DATE.• FEBRUARY 22, 2018 LTC. N . 1837 GREENWAY ENGINEERING, INC. 151 Windy Ill Lane vV SURv�'`4 "W ,n, WmdwsW,, Vu*la 22602 Telephone.• (540) 6624185 GREE WAY FAX (540) 722-9528 SHEET 16 OF 39 ENGINEERING N'%wgreenwayen8com SUB 17-04 C co i 40 0 40 SHEET 21 GRAPHIC SCALE (IN FEET) — 8' BRL 8' _ I I I N 2732 43- E 115.00' ' S 2732'43- W 115.00' 8 R � I I � 8' BRL $ m LOT 116 �� I I I I m LOT 95 m, N 8050 S. F. N I i I N 8050 S. F N L— 8' BRL w IL 8' 8RL N N 27'3243' E 11500' N1 S 27'3243" W 115.00' 1 8rBRL — I W I —8' BRL � m g Im LOT 117 I I N LOT 94 ml o IN 8050 S F. II 8050 S F. N �I3 L8' BRL I 18'BRL 3 I I I o N 27-32*43" E 115.00' [IS 27-32'43" W 115.00' I � 8 B � I I I � 8 R $ Im LOT 118 `°) IW I N LOT 93 ml N 8050 S. F. I I i I I 8050 S. F. N E73 L — 8' BRL �— 10' BRL_ a _ ao N 2T32'43" E 115.00' I S 27-32'43' W 11500' u �— 8 8 L 7 10 BRL �- �`� Im E18 �� LOT 119 ml I`" LOT 92 ml to N C N 9739 S.F. '� o IN 9739 S F. N `" 25' BRL L 25' BRL DR. 90.00, 90. ESMT N 27" E �S 2T3, WES7CHEM DRIW 50' RIGHT-OF-WAY 11.56' N 2732'43" E 280.00' — 2.5' F.W. N 2732 43" E ESMT. N 2732 61.00' 59.50' 59.50' SHEET 13 FINAL SUBDMSION PLAT SOUTHERN HILLS PHASE II 16.09' 7. 43' E 50.76' HEFT 12 mum Ad4GY57ERWL D/ ma,, FREDDucK COUNTY, vMNM SCALE.- 1 ' = 40' 1 DATE. FEBRUARY 22, 2018 GREENWAYENGINEERING, INC. 151 Windy HillLaw srm ,vn Mmhesf, Vnginia 22602 Telephone: (540) 662-41W SEE WAY FAX (540) M-9528 NGINEERING x'N'N'' �m 2.5' F.W. ESMT. h DR. �71) ESMT. F.W. 3' ESMT. �TH � I sr & "iH y Lic. N6. 1837 SUB 17-04 4.1 40 0 40 SHEET 21 G GRAPHIC SCALE (IN FEET) L _ 8* BRL —J t L _ 8- BRL t N 273243' E 115.00' I S 2732 43' W 115.00' 8 R � 6' BRL I $ Im LOT 86 j I Im LOT 76 ml $ IN 8050 S.F. 8050 S.F. N q II 111,11 L_ 8_BRL II 8=BRL W N 2732 43' E l 15.00' S 2T32'43" W 115.00' LW cy+ w F— —8' I I �- BRL ^ I N $ Im LOT 89 m I `" o LOT 75 m $ ai ICo . I I �� I �o 8050 S.F. N I t i 8050 S.F. N o (n � 6' BRL I I t 8' BRL 1 N N 2T32 43" E 115.00' S 2T32'43" W 115.00' N IN, � 8' BRL � I f 8' BRL � 'No o, J $ Im LOT 90 m LOT 74 mI $ 3 IN 8050 S.F. N II (m 8050 S.F. N ^ I ESMT. 10' BRL I N 8- BRL— t 4' ?2 ,o N 27'32'43 E H l 115.00 ffL24Jm W 115.00' T 10 BRL i t8' BRL m � I m m ocl LOT 91 I I LOT 73 9739 S. 1 N F. Wt t �R 9739 S. F. N� L49.2, 25' BRL _J I I I L 25' BRL � OR. I R. t - �-ESMT...pMT. ESMT. 2T3243E 90.00S 2T3243' W 90.00' 8.06' N 2732'43' E 280.00' WESTCHESIER DRIVE 50' RIGHT-OF-WAY 2.5' F.W. N 2 T32'4_3' E ESMT 52.00' 60.00' i 60.00 60.ODT SHEET 12 SHEET 11 FINAL SUBDIVISION PLAT �ALTH SOUTHERN HILLS PHASE II ST OPEQUON MAGISTER4IL D/SIRICT, fREDERICK COUNTY, VIRC�71V44 a SCALE.• 1' = 40' 1 DATE.- FEBRUARY 22, 2018 LIC. N . 1837 GREENWAY ENGINEERING, INC. 151 Wv*Hill Lane � SURI itE Winchester, Irmo a 22602 Telephone: (540) 662-4185 GRAY FAX (540) 722-9528 SHEET 18 OF 39 ENGINEERING' SUB 17-04 IJ Jmj NI M 40 0 40 GRAPHIC SCALE (IN FEET) F ! ml�,g ! I ! ca ! OPEN (� ! SPACE ! N 2732 4J' E 135.00' I A !! ! J B BRL m LOT 70 3.54 Im 8100 S.F. 2 - - 8' BRL ! h ! C^v N-27�Y E 135.00' ! ! y , 8' BRL ! r $ I m LOT 71 1 8100 S F. ! ! — — 8' BRL DR. I 2 ESMT 3 N 273243" E 13500' 10 x 10 L 8' BRL r + FW ml $' ESMT $ I LOT 72 N) ;� 10106 S.F. 25' BRL LU4Q DR. ESMT. I DR. F.W. ! ESMT. _ ESMT. S 2732'43' W 110.00' '.06' 9.49' L 13 N 273243" £ 171.62' WESTCHESTER DRNF 50' RIGHT-OF-WAY SHEEP 20 I$ Im LOT 68 N 8100 S.F. 2.5' t l f. W — — 8' BRL OUT I N 273243" E 135.00" 8' BRL g Im LOT 69 N 8100 S.F. L_ — 8' BRL — N 27'3243' E FINAL SUBDI KSION PLAT SOUTHERN HILLS PHASE // SCALE." 1' = 40' I DATE: FEBRUARY 22, 2018 GREENWA Y ENGINEERING, INC. 151 Windy MU Lane RtEAY Wbwhejw, Mienla 22602 Mcphone: (540) 662-4185 FRFAX (50) M 9528 ENGINEERING ►vww.gnaemva)co»t L12 EX. WESTCHESTER o DRIVE 50' RIGHT-OF-WAY INST. No. 060011568 ,TH Lic. Nb. 1837 SHEET 19 OF 39 SUB 17-04 C5 G SHEET 28 W 2.5' I U UML I FW o ESMMT. o I m LOT 63 ml �J00' N (° N 8100 S F. 10'x 10' I — 8' BRL — F. W. $ ESMT. 10.00_N 273243' E 135.00' m I 8' BRL $ I LOT 64 N cai i� Io N 8100 S.F. N — y N 273243' E 135.00' > B BRL .I 3 m $ I$ m LOT 0 m N ^, 8100 S.F. N �I8' BRL —� 00' N 2732743 E 135.00' 10. � I � 8' BRL LOT 66 c9 N 8100 S.F. m N N 2732'43' E 135.00' , II-- 8' BRL W f$ Im LOT 67 mI N I� N 8100 S.F. N m 8' BRL �o N 27'3243' £ 135 8' BRL oo' I $ 8100 S. I m LOT 66 mI N F. 25' =I— m I $ � F. W 8' BRL — hI o ESMT _ N 2732'43" E 135.00' 8 BRL SHEET 19 FINAL SUBDIVISION PLAT SOUTHERN HILLS PHASE II MEQUON AMSTERML DISTRICT, fROMICK COUNTY, MGM SCALE I' = 40' DATE FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC. 151 dy Bill Zane nm ,�, WoWinwhaoff, 22602 Telephone: (�2-4185 GREE WAY FAX (540) 722-9528 ENGINEERING wwwg�enwny�com 40 0 40 GRAPHIC SCALE (IN FEET) 3 I g � l o'^ �Nf�l � 3 I 4.N I of I OPEN SPACE A �I H a Lic. Nb.. �1837 V. vlxf SHEET 20 OF 39 SUB 17-04 N 40 0 40 SHEET 27 GRAPHIC SCALE (IN FELT) • Rd to 1 W cy+ wr F- ti N 3 I � �0 3 a T'l i 10 i� c^o 4i lu N N ' t� c^V N � co I SHEET 18 FINAL SUBDMSION PLAT�p,LTH p�,y SOWNERN HILLS PHASE OPEQUON MAGI57ERtk Da7RICT, FREDOWN COUNTY, MGMA N T a SCALE: 1" = 40' DATE FEBRUARY 22, 2018 Lic. No. 1837 GREENWAY ENGINEERING, INC. C Z/2�Ip o4� 151 Wurd RM Lane �� SURV�'� rxn Wukhe ff, Vagina 22602 Te4*ane: (540) W2-4185 GREE WAY FAX (NO) M-9528 SHEET 21 OF 39 ENGINEERING'N'' SUB 17-04 L N � 8' BRL \ h I I lLOT 83 I I 11169 S.F. �� m) .� 1� Im LOT 81 8019 SF. m ml ^ J "I 41.47' L - 8� BRL l T'11 o Ini B' BRL N 2T32 43 E 117.59 � I S 2T32 4343 W 112.00' � N 2T3?'43 E 114.59' S 2T32'43_W f 15.00' U 8 BRL � DR. 8' BRL I I ESMT. LOT 84 8048 S.F. LOT 80 8050 S.F. ml $ � B' BRL I I I 8' BRL N 2T32'43" E 115.00' S 2T32'43" W 115.00' B' BRL 4 8' 8RL '^ o m LOT 85 m LOT 79 m $ t o I N 8050 S.F. 8050 S F. "I — 8_BRL � � I L — 8' BRL N 2T32 43" E 115.00' I S 2T3?'43" W 115.0'0' 8' BRL � � 8' BRL = S II LOT 86 LOT 78 m I $ ,m {N 8050 S.F. N� � IN 8050 S.F. NI � 1-4 — 8' BRL � m SHEET 25 a• 40 0 40 SHEET 26 GRAPHIC SCALE (IN FEET) BR I=01, ( ^--)=7ESMT 7 LOT 100 LOT 111 8014 S.F. 10' BRL h DR. 9092 S. F. m Nf 8' BRL _ j ,N N 27'32'43' E 114NII i S 27'32'43' W I I.. ' T )O BRL 8' BRL Im LOT 112 o N ^, � ° LOT 99 J 17.28' ml t^ IN 8049 S.F. I IN 8051 S F. N h L _ 8' BRL co I i I L w 8' BRL _� N N 2T32 43—E115.00' S 27'32 43' W 115.00' 8' L � I � 8' BRL I ImLOT ml I I� LOT 98 ml of IN 80501 S.F N " IN 8050 S.F. N o L_ L I 1 8=BRL T. 8' BRL i N 2732 43" E 115.00' $ 8' o N S 2T3243' W Hl 8' BRL 115.00' + I $ 6 LOT 114 o IN 8050 S F. NI N LOT 97 8050 S.F. N� L _ 8' BRL � L _ 8' BRL I i = N 2T32'43"E 115.00' S 27'32'43' W 115.00' , B BRL II� ►: L W B' BRL I' lm LOT 115 IN 8050 S.F. 1 m LOT 96 m I of 8050 S.F. N ^) NI 1 L — BRL I �J nn r, go L ^ N 8' BRL II N 2T32'43' E 115.00' j S 2732'43 W 115.00' 1 B BL � 8' BRL Jf7 .r / I / FINAL SUBOMSION PLAT SOUTHERN HILLS PHASE N mum A4IGISTERLIL DVsWr, fRMBUCK COUNTY, wRm41 SCALE. 1 " = 40' 1 DATE. FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC. 0 151 Windy HlU Lane WHcher4w, mugbda 22602 Telephone: (540) 662-4185 GNWAY FAX (540) M-9528 RiE ENGINEERING M'''com 2 1\ I 1o' F. W. ESMT. 2.5' >F. W. ESMT. a �3 I c-v �I W n u �I to V y 0 n Lic. No. 1837 SHEET 22 OF SUB 17-04 a h di OPEN SPACE A 40 0 40 SHEET 24 GRAPHIC SCALE (IN FEET) h W �`~~_� 13�5p0�- I�m I LOT 41 I m �I I!ry 9301 S.F. � NI I 8' BRL — S� 28'32'24W " 133 99' — IN 8' BRL v WLOT I 40 10 8447 S.F. hl = N N — 8' BRL — S 2T32'43" W 135.00' 8' BRL g Im LOT 39 mI g8 o I N 8324 S F. N 3I ti 8' BRL — !� S 27'3243" W 135.00' — 8 BRL g J m LOT 38 m g G I I 8324 S.F. NI oI 8' BRL L— S 273243" W 135.00' N 8' BRL o IW 0 LOT 37 ml �011 1� I I (N 8324 S.F. 8' BRL — f. 7i S 27'32'43 W 135.00' 8 BRL ' FINAL SUBDMSION PLAT SOUTHERN HILLS PHASE N ,«�� ,� �- rti - •7r7• k� .r��ll SCALE: 1' = 40' 1 DATE. FORMY 22, 2018 GREENWAYENGINEERING, INC. 151 Windy Hill Lane no wn Winchester, Virginia 22602 Telephone: (540) 662-4185 tEE WAY FAX (540) 722-9528 NGINEERING www8remwayeng corn C�1 �a I 'N I N. Nm � I n N. IO'x10' F.W. ESMT. Cis O I N 2.5' 3 >F. W. ESMT. N . I F- g �g Im IN `7 u � ILU ^1 N . e ^ 1 v r\ o i�cNV � n N Ip p r kw I 1 1 L TH WEST S. PL'1WORTH Lic. No. 1837 � /Z/�� O* SURv�9 SHEET 23 OF 39 SUB 17-04 C') t0 C) SHEET 33 / .V �9 i / EX. 30' SANITARY ool SEWER ESUT. y INST. No. 060011586 / e DR. ESMT. \ €s�\ OPEN SPACE A 40 0 1 40 GRAPHIC SCALE (IN FEET) lop LOT 46 9340 S.F. it LOT 45 Zu- 9340 S. F. LOT 44 i v 9340 S. F. o \ \,a• tip, LOT 43 \I\ 9340 S. F. 7 BR I o L LOT 42 ' 9340 S.F. m —mil 35' I I I LOT 41 j I �N 9301 S.F. m �, I I I SHEE7 23 FINAL SUBDIVISION PLAT SOUTHERN HILLS PHASE // L0l 879 tee• �4 E B • B/4 il& 1 LOT 11:1 J 8014 S.l SCALE.• I" = 40' 1 DATE.• FEBRUARY 22, 2018 G.REENWAYENGINEERING, INC. 151 Wbuty RM Lane mm im Wvwhesto, Ybgbua 22602 Telephone: (540) 662-4185 'REE WAY FAX (540) 772-9528 ENGINEERING »'n'N'eOm S. TH LiC. N 831*837 SUR� SHEET 24 OF SUB 17-04 c=: CD %-a k-D LOT 45 9340 S. F. 6" 0Q�/ e tiy/ �s. \ ass J SHEET 34 Oil/ 40 0 40 GRAPHIC SCALE (IN FEET) i ESUTI \ LOT 107 \. ti 8107 SF. 5o \8- A /Ay / LOT 106 C 8926 S.F. /ryh LOT 109 DR. 8562 S.F. ESV LOT 110 0 / 879J S. F. ?0' B, BR 119.01. m V N LOT 111 8014 S.F. 10' BRL N 2732 43' E 114.83' U T 10 BRL SHEET 22 RNAL SUBDMS/ON PLAT SOUTHERN HILLS PHASE 0 LOT 101 ' 9048 S.F. i VFW ��`� ESMT. LOT 100ID 9092 S F. N k 8' BRL j4 S 2732'43' W 115 33' 8' BRL /1 117.29,11 SCALE. I' = 40' 1 DATE. FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC. 151 Wu* Flit! Lane Winchester, Vuginia 22602 Tekphon (540) 662-4185 RREENWAY FANG (540) M-9528 ENGINEERING �'�''�� °� �, ALTH 0w`,1 rPG, S. a L ricLic. N . 18 77 SHEET 25 OF 39 SUB 17-04 I/ J A0, e /�h / LOT 1 C\ 8926 S F. s / N OT 109 1562 S.F. m Njl ig D _ ID'R- --,ES 33' AfT v �g/ ti� �F LOT 107 p.� 8107S.F. \, � y r � LOT 102 8912 S.F. i LOT 101 9048 S.F. Vi F.W. o l` SHEET 34 40 0 40 GRAPHIC SCALE (IN FEET) LOT 106 �$�� �eR/ ' s1 . S. 8716 S.F. _,.� 4-� J rW'm LOT 100 ,0 9092 S.F. m� 1 L_— 8' BRL _ ' S 27'32 43" W 115.33" " r � 8 R � I17.29' SHEET 22 FINAL SUBDIVISION PLAT / -ati LOT 103 \ 8459 S.F. i I� SOUTHERN HILLS PHASE // SCALE. I' = 40' 1 DATE. FEBRUARY 22, 2018 GREENWA Y ENGINEERING, iNc. 151 Windy HlU Lane mtEAY Wes, Vu# la 22602 Telephone: (540) 662-4185 GRFAX (540) M-9528 ENGINEERING wws g►eenwayen&can �. -1 F. W. \ESMT' LOT 1 9871 J o. DR. ESM 0 m ti ESMT. / LOT 83 / 11169 S.F. 41.47' N 27'32'43" E I I Z59 N 2732'43' E 114.59' 8 BRL SHEET 21 gp LTH 0� rP NES S. LIC. 0. 1837 �_ SURv0'� SHEET 26 OF SUB 17-04 SHEET 34 1:�\ 40 0 40 GRAPHIC SCALE (IN FEET) LOT 8100 JF.W �\ c cp / \£sM - LOT 104 \ `� , A / /,• 9871 S.F. .� LOT 10,3 \ % / 2.5' �� 8459 S.F. 3.54' • ESMT �dk 5 p/Z1 8.16' 12 F. %�`�� DR. o/ l 2.5' 7.14' k6 ESMT. t° 0F.W. tih/ j ESMTT.,l /gR� LOT 82 w\ \ 14155 vz, /� / CDR. ESMT. < 1 i —, _ ;— L48_ I 8' BRL \ N / LOT 83 I '� 11169 S.F. ml I J LOT 81 8019 S.F �m I W bl m 41.47' N E I I �,o' L _ 8' BRL � � L — 8� B� � i N 27'32'43" £ 1 f7.59' �"� S 27'32'43" W 112.00' N co N 2732'43" £ 114.59' S 2T32'43" W 115.00' V 8 BRL I �DR 8' BRL I �1 FINAL SUBDMSION PLAT I MH SOUTHERN HILLS PHASE II OPEOUON MAGISTERIAL DISM CT, FRM?1CK COUNTY, WRGIN14 10 «raj i a cmm m y SCALE: 1' = 40' DATE FEBRUARY 22, 2018 Lic. 0. 1837 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane ' wFnchesrer, Vuginfa 22602 SURv� Telephone (540) 662-4185 GREE AY FAX (540) M-9528 SHEET 27 OF -'IQ ENGINEERING "�''"''n SUB 17-04 SHEET 29 LOT 58 8100 S F. / ? / LOT 59 \ 8100 S.F. / '3.54' ?.42' >. 00' o V c5 v r to ti+ 2.5' F.W.< ESMT. ;V �I 1o'X1o' F w. ESMT. LOT 60 9108 S.F. j OT t%135.00 N pB 10 � y �' , s� 3r' / 8' IG LOT 61 9J50 S.F. l —0"— N 22r '24 24 E 1_ LOT 62 ml m 8583 S.F. o� � N N 8' BRL _J N 273243" E 135.00' B BRL 1$ I m LOT 63 m (� N 8100 S F. 8' BRL — 10.00' N 2T3243; E 135.00' — — — —SHEET 20 FINAL SUBDII/ISION PLAT 40 0 40 GRAPHIC SCALE (IN FEET) I I I EX. 20' SANITARY I I SEWER ESMT. INST. No. 060011588 I I� I� IU � I I OPEN SPACE I A I I I I I I I E58 1 • I EX. 20' WATER `--''1 / y LINE ESMT. lNST No. 060011588 I� 1.4 3 I o^� I �o 'cNv I . 1 SOUTHERN HILLS PHASE II OPEC" AI4G/S7EM DISTRICT, fREDERICK COUNTY, MGM SCALE. I' = 40' 1 DATE. FEBRUARY 22, 2018 GREENWAYENGINEERING, INC. 151 Windy FTdI Lane itEAY Winchester, Ybgbtia 22602 Telephone: (540) 662-4185 GRFAX (540) 722-9528 vT1lSTATW a 12 TAT(_ WWW.fflw *wyeng.eDm FNLTH O�yr PO ws Lic. 1 337 V-s �o4uRv_ SHEET 28 OF 39 SUB 17-04 V E h SHEET 30 65 C61 16//, / S.D. /• /' V 104 \ 171 S.F. 5 40 0 40 GRAPHIC SCALE (IN FEET) 61.ua mkc \ .1 �- �� 5 .54 I • , E Z y J,i 8.16' Cis cl-' u S\ 28 FINAL SUBDII/ISION PLAT SOUTHERN HILLS PHASE II a%v"U4&WMW Drs wT, FREDDWK COUNTY, MOW SCALE.I' = 40' DATE.• FEBRUARY 22, 2018 GREENWAYENGINEERING, INC. 151 Windy Rd-1 Lane AM INN Wbwhestw, V&gbs& 22602 Tekphone. (540) 662-4185 GREE WAY FAX (�) 722.9528 ENGINEERING x'M'►t'+►�"�"�;&�m \a� "Opp LOT 60 9108 S.F. _ TH Lic. No. 1837 ,Q. SHEET 29 OF 39 SUB 17-04 Ic 40 0 40 f a. ,VP / 12.75' oN ON LOT GRAPHIC SCALE (IN FEET) No. 45.83 SE11oR0��%/ ► I \� 1dS, N• i / 05 j�% ,ORS 1r 1 / IS, 0325 oy1 / SOUTHERN HILLS I 5 �0� PHASE I OPEN SPACE A I INST. No. 060011588 II ► / 1 to ti \z EWING FAMILY CEMETERY LOT LOT 54 8905 S.F.061 S.F. F. \ c W 11 �25 S ,9'30� 61.54 1.2 / 12.19130r W ./ U� S g1.89 w R( GD Y �67 0 r ;OF`WA 'L C24 rt FlNAL SUBDIVISION PLAT SOUMERN HILLS PHASE ll OPEN Wa SPACE A � 111.34' _ SCALE.• I' - 40' 1 DATE. FEBRUARY 22, 2018 GREENWA Y ENGINEERING, INC. 151 Wutdy iltllLane ' �vn Wbwhaaw, usbda 22602 Telephone (540) 662-4185 GREE AY FAX (540) 722-9528 ENGINEERING x'„'N' 8►wnx'a3"B com E32 �. OR ESM TH Lic. Nd. 1837 SUB 17-04 40 0 40 GRAPHIC SCALE (IN FEET) SOUTHERN HILLS PHASE I SPACEOPEN INST. No. 06001 588 3 's W Zgp.p4� Oga5,49� L3.8/ B L \ z^' S 16-343 70. / WBRti v OPEN 1 A E SPACE 6 LOT 54 w 8905 S.F. `� o LOT 53 8905 S F. / w gRj a LOT 52 2j 8905 S.F. \ LOT 51 4 S 8831 S.F. ��► �'� gg/, G4%�i \ 25 \ URY C65 G6 /25, 16.65' C72 ti y FW S.D. 3� 10• ESMT./ £SAT. 3 p1I 5 -qFL \ �0 E5o E6 �s"\ 66LT 55 �90 G V 25 BR N�\ 91J4 S.F. 1 L LOT 56 SHEET 34 SHEET 29 FlNAL SUBDMSION PLAT �ALTH 0�'A SOUTHERN HILLS PHASE # OPEQUON M4GI3WI4 D/STR= FREDEWX COUNTY, MGIN14 c3 Mnw i a n mm m Pill SCALE.• 1' = 40' DATE: FEBRUARY 22, 2018 Lic. N . 1837 GREENWAY ENGINEERING, INC. 151 WuddyhtlllLane 'V+1rl SUR- nm xn Wmcheaff, Vuoda 22602 Telephone: (540) 662-4185 GREE AY FAX (540) 722,9528 SHEET 31 OF 39 com ENGINEERING n SUB 17-04 40 0 40 GRAPHIC SCALE (IN FEET) i / SOUTHERN HILLS / PHASE I - OPEN SPACE A INST. No. 060011588 W 280.04 A 5 OPEN %d�/, SPACE �g6 A /rqg./ / Z6�59,// ��'► .� LOT 52 00 / / I/- 5 8905 S. F. / �rp- LOT 51 � 8831 S F. LOT 50 �� c 8324 S.F. 25 m F.W. LOT 49 w� �'� g/ , ESMT.% 9f00 S.F. \$- \ / 1� ��• � LOT 48 \'ems �\ 2y� / , E 83 90 15.88' \ 9340 S F. d. ?2 S 0221 / I nT Inn \ SHEET 34 RNAL SUMMSION PLAT SOUTHERN HILLS PHASE II I SCALE.• 1' = 40' I DATE. FEBRUARY 22, 2018 1 GREENWA Y ENGINEERING, INC. 151 Wordy nt-U Lane � ,� Winchester, Yaginia 22602 Telephone: (540) 662-4185 GREENWAY FAX (540) 722-9526 ENGINEERING w%W 8reenwa)ww com Lic. Wo. 1837 fZ1 0/�4� SHEET 32 OF 39 SUB 17-04 a In 40 0 40 GRAPHIC SCALE (IN FEET) i SOUTHERN HILLS / PHASE I / / �qh 41 OPEN SPACE A / INST. No. 060011588 EX. 30' SANITARY SEWER ESMT. INST. No. 060011586 J. / OPEN / SPACE v X P, \� \ LOT 49 9100 S.F. 06, \ m \� \ LOT 48\�\ zyi / A / �� \ 9340 S. F. ell LOT 47 ^ \`sue �- � / \'ems � �y1 LOT 46 : oZ-�G/ / s 9340 S.F. 0 / � sue. \ B• �•/ �yo LOT 45 �cb• 3.50- / 9340 S.F. / 14.85' SHEET 24 FINAL SUMMSION PLAT SOUTHERN HILLS PHASE II SCALE.• I' = 40' 1 DATE:• FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC. 151 Wwsdy FIiN Lane mar aan �+ � 22602 Telephone: (540) 66"185 'REE AY FAX.• (540) 722-95M ENGINEERING Nm�w gVeenwayer�g taunt 2.5' -F.W. £SMT j by LOT ^��• � 810/ SHEET 25 ��ALrrs 0�''p�i Lic. N .. /1837 tv�//op 04 SUR� SHEET 33 OF SUB 17-04 40 0 40 SHEET 32 GRAPHIC SCALE (IN FEET) \ \ \cr. 25' i \ \�� / �''✓ F.W. S.D. \ LOT 49 eR� ESMT/ 9100 S.F.Mr� F. \$+ \ / � �p'�1Es� � 15.88' VA Cp\ \ ' LOT ins; - 9766 S.F. wiLOT 106 sTy I /\ \ 8716 S F. \� �� E LOT 107 y 8107 S.F. �,., ✓ �yb $ F. w. ^�, \ ��, \ESMr. LOT 104 \� 9871 S F /tAP �� F \�'l� / �a� m\ mac,► o- LOT 108' LOT 103 \ 25 8926 S. F. �. 8459 S.F. o ' a � 0* � DR. F \tiA LOT 102 �'� ✓ 19 DR. / < 8912 S.F. '. F. ESMT. ^ 2.5' 7.14' ESMT. cp SHEET 25 SHEET 26 FINAL SUBDMSION PLAT �►�'p,1,,TH O� I',r SOUTHERN HILLS PHASE # OPEO" AA MTEM DORlCT, n?mEwx COMM, VIRGA94 E S 1H a SCALE.- 1' = 40' -DATE. FEBRUARY 22, 2018 Lic. No. 1837 GREENWAY ENGINEERING, INC. l J/f5i� 04 151 Wody RIM Lane SURF no ,yp WLwheater, VLT&da 22602 Tekphone: (540) 6624185 GREE AY FAX (540) =-4528 SHEET 34 OF 39 ENGINEERINGW'nwa SUB 17-04 EXISTING SANITARY SEWER EASMENTS_ EX. PUMP STATION LOT INST. No. 060011568 £X. 30' SANITARY SEWER ESMT. 20' SANITARY INST. No. /"��� 11 060011588 SEWER ESMT �� 11 i� 54 11 INST. No. 53 �oT 11 0600111586 �52 55 56 47 105 OPEN 46 106 57 SPACE 5 107 104_ 106 1os109 V 102 EX. X 20' SAN?ARY110 101 SEWER ESMT.f0oINST. 81 No. ff 111 060011588 84 112 99 113 98 ? 85 OPEN J8 j 114 97 2 86 SPACE 37 41 A o 115 96 87 36 Q 116 95 35 m 3+ 117 94 89 30 31 33 118 93 90 32 119 92 91 WESTCHESTER DRNE 29 28 27 26 25 24 23 22 21 20 1 - I S10iJMMY HILLS 60 , PIMSE I 61 �� 060011588 62 i r- 63 i 64 !II 3 65 �1 66 I 67 II c� 68 ' ! 69 I L 70 ; I-= PH I 71 i OPEN SPACE 72 1 A 709N RUN LANE 45' RIGHT -OF NGY, L>8 433 PG 131, INST. No. 060011587 FINAL SUBDIVISION PLAT SOUTHERN HILLS PHASE lI OPEO" MAG67EM DISTRICT, R EDERICK COUNTY, VI WK14 SCALE: 1' = 250' 1 DATE. FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC. 151 Windy Kill Lane rrro Wi�#a, Fbgbda 22602 Telephone. (540) 662-4185 FREE AY FAX (540) 722-9528 ENGINEERING � � � 250 0 125 250 GRAPHIC ,SCAALLE(IN FEET) N I aI , TH n. M LiC. No. 1837 ��2t//e SHEET 35 OF 39 SUB 17-04 lU ARC LEAAG7H A CH / N Cl 2450.00 603.61 14'06 58 S 70'0358 E 602.09 303.34 C2 50.00 78.54 90'DO DO S 7-'2717 E 70.71 50.00 C3 50.00 78:54 90'00 00 S 72'3143 W 70.71 50.00 C4 25.00 39.27 9000 00 S 1727 17 E 35.36 2500 _ .1_ G 5.00 0 5.004.: 39.27 X) 90'00 00 258'1052 N 72'32 4 E S 232151 E 35.36 90.03 25.00 71.39 _2G1 7 s- 78' 0 52 S 66'38 09 W _�_ 31.53 20.31 w.0 �... 39.27 90'00 00 S 17'27 1 E 35.36 2500 619 - . 25A V 5.27 90'00 00 N 72'32 4 f __ 3536 2500 V � 9.2T 90'00 00 S 1727 1 ?' E 35.36 3536 25.00 2500 �S.�OT 39.27 90-00 00 N 72'32 43' E Ct� 25.00 39.27 90'DO 00 S 1T27 f ?' E 3536 3536 116.47 25.00 2500 6D.29 C>3 2500 39.27 90'00 00 N 72.32 4.3' E C 14 22500 117 8-1 30'00 00 S 7727 1 %'' E C 15 175.00 91.63 30'00 00 S 7T271; E 90.59 46.89 C16 25.00 39.27 90'00 00 S 42'32 4,3' W 3536 2500 C 17 195.00 204.20 60'00 00 S 32'2717 E 195.00 112.58 C 18 1 245.00 256.56 60'00 00 S 32'2717 E 245.00 141.45 C 19 475.00 497.42 6000 00 S 3727 17 E 475.00 274.24 C20 525.00 549.78 6-0-0-0-00 S 372717 E 525.00 303 11 C21 925.09 238.98 14'48 04 S 04'56 45 W 238.31 120.16 C22 25.00 39.27 90'0000 S 42'32 43 W 3536 25.00 C23 25.00 41.92 96'04 42 S 4424 56 E 37.18 27.80 C24 25.00 34.61 79'19 40 S 50'41 15 W 31.91 20.73 C25 1 58.00 261.20 258'0135 S 38'39 42 E 90.13 71.59 C26 58.00 4533 44'46 37 N 49'56 02 E 44.18 23.89 C27 58.00 8531 84'16 34 S 65'32 23 E 77.83 52.48 C28 58.00 62.61 615100 S 073124 W 59.61 34.75 C29 56.00 66.10 6716.41 S 72'05 15 W 64.26 38.59 C30 525. 00 9.11 0'59 41 S 615726 E 9.11 75-6 C31 525.00 61.69 743 58 S 58'05 37 E 61.66 30.88 02 1 525.00;61.69 6'43 58 S 512139 E 61.66 30.88 C33 525.00 61.69 6'43 56 S 44'37 42 E 61.66 30.88 C34 52500 61.69 643 58 S 3753 44 E 61. 66 30.88 C35 525.00 61. 69 6'43 58 S 3109 46 E 61.66 30.86 C36 52500 61.69 6'43 58 S 24'25 48 E 61.66 30.88 C37 525.00 61.69 6'43 58 S iT'4150 E 6 1.66 30.88 52500 6C38 1.69 63 '58 S'1057 53 E 61.66 30.88 525 DO 4713 5'087S 7.1 2C39 3.58 C40 925.09 53.98 3'20 35 S 00'46 59 E 53.97 27.00 C41 925 09 61.67 3'49 10 S 02'4753 W 61.66 30.85 C42 92509 61.67 3'49 10 S 0637 03 W 6i.66 30.85 CO 925.09 61.67 549 10 S 10'26 12 W 61.66 30.85 C44 58.00 21247 209'53 16 N 62'43 52 W 112.08 217.31 C45 56.00 48.73 48'08 19 N 66' 16 56 E 47.3 f 2591 C46 4 75. 00 68.98 8' 19 15 S 06'36 54 E 68.92 34.55 C47 475.00 77.86 9'23 30 S 15'28 16 E 77.77 39.02 C48 475.00 87.86 10'35 52 S 25 27 57 f 1 87.73 44.06 C49 475.00 84.68 10' 12 52 S 35 52 19 E 1 84.57 4245 C50 47500 85.78 10'20 51 S 46-09 11 E 1 85.67 43.01 FINAL SUBDIVISION PLAT SOUMERN HILLS PHASE II OPEi7" M4GWMWt aS W,, ARE XMW COUNT, MGIN14 SCALE. N/A LATE FEBRUARY 22. 2018 GREENWAY ENGINEERING, iNc. �- 151 Wi tay MAU Lane Wmhmw, Vt gbda 22602 NAYTom`°"" (540) 662-4185 FAX (540) M-9528 tIN[S www.gre= com .NLTH OA r,N N S. TH a Lic. No. 1837 I�._ SURD SHEET 36 OF 39 SUB 17-04 [0111MAM. FINAL SUBDIVISION PLAT I H SOUTHERN HILLS PHASE II oPW" WGISTOW a mT,, FRim?ICNr COUNTY, vMNla ,RN�T ��ZW�ftTH SCALE. NIA DATE: FEBRUARY 22, 2018 Lic. No. 1837 GREENWAYENGINEERING, INC. 151 Wu*irs l Lane SURF am 2. �, 22602 Telephone: (540) 662-4185 GREENVI/AY FAX (540) 722,9528 SHEET 37 OF 39 ENGINEERING wN'greenwayevcom SUB 17-04 UNE BEARING L 1 S 0253 17 E 75.12 L2 S 03'25 04 E 104.05 L3 N 27'32 43 E 10.05 L4 N 62'2717 W 50.00 L5 N 2659 31 E 33.61 L6 S 622717 E 15.00 L7 S 2659 31 W 33.51 L8 S 622717 E 15.00 L9 S 6227 17 E 1.15 L 10 S 622717 E 48.85 L l l S 62*2717 E 1.15 L 12 S 27'32 43 W 10.05 03 N 27'32 43 E 11.62 L 14 S 27'32 43 W F5-7 L 15 N 26'59 31 E 18.36 L 16 S 26'59 3f W 21.80 L 17 S 27'21 14 W 0.55 L 18 S 89'35 32 E 20.02 L 19 S 87'32 43 W 21.79 L20 S 48' 10 28 E 57.65 L21 S 7739 f0 E 2.00 L22 N 77'40 30 W 2.00 L23 S 1223 40 W 42.11 L24 S 6127 36 £ 63.99 L25 S 5r50 26 E 77.46 L26 S 512 f 39 E 77.51 L27 S 44'37 42 E 77.51 L28 S 3753 44 E 77.51 L29 S 31'09 46 E 77.51 L30 S 24 25 48 E 77.51 L31 S 17-4150 E 77.51 02 S 1i757 53 E 77.5 f L3.i S 04-31 10 F 73.77 L34 S 0227 17 E 61.66 L35 S 00'58 11 E 69.53 L36 S 02-47 55 W 70.65 L-371 S 06'37 05 W 70.65 L381 S 10.2615 W 70.65 L391 S 02 2717 E 14.55 FINAL SUBMSION PLAT ANCE L40 S 02'27 17 E 61.66 L41 f 02'2717 E 7.69 L42 S 022717 E 1291 L43 S 022717 E 61.00 L44 S 02.2717 E 11.91 L45 S 02'2717 E 62.00 L46 S 022717 f 7391 L47 N 7714 19 f 80.85 L48 S 27'32 43 W 112.00 L49 S 62'2717 £ 71.60 L50 S 5138 03 E 57.01 L51 S 5138 03 E 65.06 L52 S 3333 09 E 64.31 L53 S 3.3'33 09 E 6.61 L54 S 25'0717 £ 59.93 L55 S 08'49 00 E 58.81 L56 S 11'4735 E F89 L57 S 33'33 09 E 70.92 L58 S 08'49 00 E 33.77 L59 S 08'49 00 F 25.04 L60 S 622717 E 85.85 L61 S 622717 E 70.00 L62 S 622717 E 70.00 L63 S 62'2717 E 70.00 L64 S 62,27 17 E 70.00 L65 S 62'27 17 E 70.00 L66 S 62.27 17 f 70.00 L67 S 622717 f 70.00 L68 S 62 2717 E 85.85 L69 S 6227 17 E 70.00 L70 S 622717 E 70.00 L71 S 62.2717 E 70.00 L72 S 6227 f7 E 70.00 L73 T 62'2717 E 70.00 L74 S 62'2717 E 70.00 L75 S 622717 E 70.00 L76 S 5138 03 E 23.11 L 771 N 87'43 U7W 81.23 L78 I N 74'29 08 W 86.40 L79 1 S 5138 03 E 98.96 SOUTHERN HILLS PHASE II SCALE. N/A I DATE: FEBRUARY 22, 2018 GREENWAY ENGINEERING, INC. 151 Wnrdy HiQLane ntEAY Winchester, Vaginia 22602 Tekphone: (540) 662-4185 GRFAX (540) 722-9528 ENGINEERING www gnenwayeng�m TH Lic. N6.1837 SHEET 38 OF 39 SUB 17-04 c- LINE / AN El S 265931 W 51.51 E2 N 62-27 17 W 20.00 E3 N 2659 31 E 370.38 £4 N 24'02 25 E 58.25 E5 S 72'32 43 W 19.09 E6 S 2732 43 W 106.81 E7 S 28'0720 W 20.30 E8 S 574133 E 68 25 E9 N 712159 E 47.80 ElO S 172717 E 46.75 Ell S 62'2717 E 240.45 E12 N 72'32 43 E 43.71 E13 S 172717 E 41.21 E14 N 7120 26 E 47.82 E15 S 172717 E 46.00 £16 S 1727 17 E 54.61 E17 S 62'2717 E 18.36 E18 S 2732 43 W 10.00 E19 N 72'32 43 E 51.70 E20 S 15:38 59 E 53.50 E21 S 15'38 59 E 63.70 E22 N 72'3243 E 94.02 E2.3 S 23'08 46 £ 25.84 E24 S 273243 W 80.58 E25 S 6227 17 E 619.52 E26 S 41'15 29 E 203.87 E27 S 28'04 09 E 215.78 E28 S 02'0713 E 227.99 E29 S 0151 48 W 400.00 E30 I S 69.0124 E 93.45 E321 S 26'5213 W 58.99 E33 S 62'2717 E 200.85 E34 S 62'2717 E 200.85 E35 N 74'00 14 W 106.49 E36 N 62'27 17 W f 00.39 E37 S 62'2717 E 230.00 E38 N 02'2717 W1 214. 10 E39 IN 33'33 09 W I 96.75 E40.1 N 5 f'38 03 W I 173.06 E4 J IN 62-27 17 W1 138.12 E42 S 62'27 17 E I 335.85 FINAL SUBDIVISION PLAT LINE ffAM l TANCE E43 S 622717 E 85.85 E44 S 62'2717 U 230.00 E45 N 18'39 43 E 122.02 E46 N 62.27 l7 W 231.17 E47 S 38'47 31 W 17.95 E48 S 38'47 31 W 19.25 E49 S 2158 14 E 137.07 E50 S 45' 16 41 W 49.30 E51 N 48'44 17 E 42.00 E52 S 08'37 21 W 50.00 E53 S 02'27 17 E 145.00 S 873243 W 253.97 N 673536 W 108.21 F N 83-47 f6 W3790 N 62'2717 W 224.33 S 22.24 24 W 86.93 E59 S 23'55 04 W 45.71 E60 S 30' l4 56 W 73.42 E61 S 8125 16 E 158.31 E62 N 02'S0 30 W 163.91 £63 N 0128 31 E 45.96 E64 N 2732 43 f 81.92 E65 N 2732 43 E 35.76 E66 S 62*2717 E 71.78 E671 S 02'1925 E 11.56 E68 S 80'19 50 E 8.87 E69 N 022717 W 13.11 E78 N 22'35 27 W 19.19 E79 N 61' 10 50 W 15.00 E80 N 61'10 50 W 15.00 E81 N 61'1O 50 W 15.00 . E82 N 61-10 50 W 15.00 E83 N 61'1050 W 15.00 E84 N 61-10 50 W 15.00 E85 N 61'1050 W 12.81 E86 N 61'10 50 W 14.20 E87 N 63'00 29 W 12.92 E88 N 63'00 29 W 12.34 E89 N 63'00 29 W 11.76 £90 N 63'00 29 W 12.12 E91 N 63'00 29 W 12.80 SOUTHERN HILLS PHASE N 1i3r ,i a i ai a- r ri r SCALE. N/A I DATE.• FEBRUARY 22, 2018 GREENWAYENGINEERING, INC. 151 Wrndy RM Lane mm ,� Ww, , vagina 22602 Telephoner (540) 662-4185 GREE AY FAX- (540) W-9528 w ENGINEERING K'K'^gneenwayc►&e°m p,LTH AP 0tp S. H a Lic. N f. 11837 SURV SHEET 39 OF 39 SUB 17-04 G=, vtxu1NM FkM- ERICKCOUNTYSUi. This instrument of writing was produced to me on OBI - Ib -anlA at 1V59Arm and with certificate acknowledgement thereto annexed was admitted to record. Tax imposed by Sea 58.1-M of $ I -I R , and 58.1-801 have been paid, if assessable. 46-.4�,CLIA 11. 180003445 , RECORDATION COVER SHEET CD �i TYPE OF INSTRUMENT: DEED OF CONSOLIDATION, DEDICATION, ' SUBDIVISION, EASEMENT AND VACATION DATE OF INSTRUMENT: APp uL- 3 , 2018 NAMES OF GRANTORS: 1) 2) 3) 4) RICHMOND AMERICAN HOMES OF VIRGINIA, INC. SOUTHERN HILLS HOMEOWNERS ASSOCIATION, INC. BOARD OF SUPERVISORS OF FREDERICK COUNTY, VIRGINIA (AS TO EASEMENT VACATIONS) FREDERICK COUNTY SANITATION AUTHORITY d.b.a. FREDERICK WATER (AS TO EASEMENT VACATIONS) NAMES OF GRANTEES: 1) BOARD OF SUPERVISORS OF FREDERICK COUNTY, VIRGINIA 2) FREDERICK COUNTY SANITATION AUTHORITY d.b.a. FREDERICK WATER 3) SOUTHERN HILLS HOMEOWNERS ASSOCIATION, INC. 4) RICHMOND AMERICAN HOMES OF VIRGINIA, INC. (AS TO EASEMENT VACATIONS) COUNTY/MAGISTERIAL DISTRICT WHERE PROPERTY LOCATED: DESCRIPTION OF PROPERTY INSTRUMENTS WHERE PROPERTY ACQUIRED / MODIFIED: PLAT ATTACHED: TAX MAP PARCEL NOS. FREDERICK COUNTY/OPEQUON DISTRICT SOUTHERN HILLS PHASE II INST. NO.060011588 (PHASE I SUDIVISION) INST. NO. 060015163 (S. HILLS DECL.) INST. NO. 160002930 (BLA) INST. NO. 170012277 (S. HILLS SUPPL. DECL.) INST, NO. 180001498 (ACQUIRED) PLAT NUMBER 3126, PREPARED BY GREENWAY ENGINEERING, INC. 1) 85D-1-1-95 2) 85D-1-1-94 (PHASE I) 3) 85D-1-1-93 (PHASE I) G-: 4) 85D-1-1-92 (PHASE I)-� 5) 85D-1-1-91 (PHASE I) 6) 85D-1-1-90 (PHASE I) 7) 85D-1-1-89 (PHASE I) COUNTY FILE NO,: SUB 17-04 PREPARED BY AND RETURN TO: CULBERT & SCHMITT, PLLC 30-C Catoctin Circle, S.E. Leesburg, Virginia 20175 (12407.007) TED c THIS DEED OF CONSOLIDATION, DEDICATION, SUBDIVISION, EASEMENT �t AND VACATION (the "Deed") is made this 3't' day of Arcs 2018, by and between RICHMOND AMERICAN HOMES OF VIRGINIA, INC., a Virginia corporation (referred to herein as the "Owner"); SOUTHERN HILLS HOMEOWNERS ASSOCIATION. INC., a Virginia non -stock corporation former pursuant to the Virginia Property Owners Association Act (referred to herein as the "Association"); the BOARD OF SUPERVISORS OF FREDERICK COUNTY. VIRGINIA, a body corporate and politic (referred to herein as the "County"); and the FREDERICK COUNTY SANITATION AUTHORITY d.b.a FREDERICK WATER, a body corporate and politic (referred to herein as the "Authority"). WITNESSETH: WHEREAS, the Owner is the owner and proprietor of certain real property located in Frederick County, Virginia, identified as Tax Parcel 85D-1-1-95 (the "Phase II Parcel") and Tax Parcels 85D-1-1-89 through 85D-1-1-94 (the "Phase 1 Lots") (the Phase II Parcel and the Phase 1 Lots are collectively referred to herein as the "Property"), as shown on that certain plat of Ernest S. Holzworth, L.S., dated February 22, 2018, entitled "Final Subdivision Plat Southern Hills Phase II," and prepared by Greenway Engineering of Winchester, Virginia, certified land surveyors (the "Plat"), which Plat is attached hereto and incorporated herein by reference; and WHEREAS, the Property is situate in the Opequon Magisterial District, Frederick County, Virginia; the Owner having acquired the Property by deed recorded as Instrument Number 180001498, among the land records of Frederick County (the "Land Records"); and 3 WHEREAS, it is the desire and intent of the Owner to consolidate the Phase II Parcel and; the Phase I Lots into a single lot or parcel of record, and to further subdivide the Property into C-) G, C) new lots, open space parcels and a cemetery lot, as more particularly bounded and described on the Plat and as hereinafter provided; and. WHEREAS, it is the desire and intent of the Owner to dedicate, grant and convey to the County, its successors and assigns, for public use, the streets and thoroughfares in accordance with this Deed and the Plat and as hereinafter provided; and WHEREAS, it is the desire and intent to the Owner to grant and convey unto the Association the open space parcels and cemetery lot in the locations as shown on the Plat and as hereinafter provided; and WHEREAS, it is the desire and intent of the Owner to grant and convey unto the County and the Authority the easements in the locations as shown on the Plat and as hereinafter provided; and WHEREAS, it is the desire and intent of the Owner to create and establish private sanitary sewer lateral easements in the locations as shown on the Plat and as hereinafter provided; and WHEREAS, it is the desire and intent of the Association to create and establish a private cemetery ingress and egress easement over and across the cemetery lot, as shown on the Plat and as hereinafter provided; and WHEREAS, it is the desire and intent of the Owner to vacate and/or obtain the vacation of portions of various easement in the locations as shown on the Plat and as hereinafter provided; and 4 WHEREAS, the Property is subject to that certain Declaration of Covenants, Conditions Q and Restrictions for Southern Hills Homeowners Association, Inc., dated August 3, 2006, recorded as Instrument Number 060015163 and that certain Supplemental Declaration for Southern Hills, dated November 17, 2017, recorded as Instrument Number 170012277, all among the Land Records (collectively, the "Declaration"), as may be modified, amended and/or restated from time to time, and pursuant to the Declaration, the Association executes this Deed for purposes of accepting (i) conveyance of the open space parcels and cemetery lot, as hereinafter provided, and (ii) responsibility for all maintenance and other obligations assigned to or assume by the Association under this Deed. CONSOLIDATION OF LOTS AND PARCELS NOW THEREFORE WITNESSETH, in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, the Owner does hereby consolidate the existing Phase II Parcel and the Phase I Lots into a single lot or parcel of record containing approximately 42.1072 Acres of land, as shown on the Plat, which comprises the aggregate area of the Property being subdivided herein and as hereinafter provided. SUBDIVISION OF PROPERTY THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, the Owner does hereby subdivide the Property containing 42.1072 Acres, more or less, into lots and parcels, to be known as Open Space A and Open Space B, and Lots 1 through 119, inclusive, and Ewing Family Cemetery Lot, Southern Hills Phase II, in accordance with the Plat which is expressly incorporated herein and made a part of this Deed. 5 STREET DEDICATION THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, the Owner does hereby grant, dedicate, and convey to the County, in fee simple, the 5.8587 Acres for public street purposes as shown on the Plat. This dedication is made in accordance with the statutes made and provided therefor. CONVEYANCE TO THE ASSOCIATION THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00); cash in hand paid, receipt of which is hereby acknowledged, the Owner does hereby grant and convey unto the Association, in fee simple, Open Space A (containing 11.7775 Acres), Open Space B (containing 0.5272 Acre) and the Ewing Family Cemetery Lot (containing 0.2310 Acre), which parcels and lot collectively total approximately 12.5357 Acres, as shown on the Plat. COUNTY EASEMENTS THIS DEED FURTHER WITNESSETH, that, in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, the Owner does hereby grant and convey unto the County, its successors and assigns, the easements as hereafter set forth in the respective locations as shown on the Plat and incorporated herein by reference as follows: A. Drainage Easements. Easements for the purpose of installing, constructing, operating, maintaining, repairing, replacing, adding to, or altering present or future storm drainage ditches, lines, or other drainage structures or facilities, plus necessary inlet structures, manholes, and appurtenances for the collection of storm waters and its transmission through, 6 c� C� across and upon the Property, said easements being more particularly bounded and described on c-, W the Plat as "DR. ESMT" and/or "20' DR. ESMT." The above -described drainage easements are subject to the following conditions: 1. All drainage lines and appurtenant facilities which are installed in the easements shall be and remain the property of the County, its successors and assigns 2. The County and its agents shall have full and free use of said easements for the purposes named, and shall have all rights and privileges reasonably necessary to the exercise of the rights granted in the easements, including the right of access to and from the easements and right to use adjoining land where necessary; provided, however, that this right to use adjoining land shall be exercised only during periods of actual construction or maintenance, and then only to the minimum extent necessary for such construction and maintenance, and further, this right shall not be construed to allow the County to erect any building or structure of a permanent nature on such adjoining land. 3. The County shall have the right to trim, cut, and remove trees, shrubbery, fences, structures, or other obstructions or facilities in or near the easements being conveyed, deemed by it to interfere with the proper and efficient construction, operation, and maintenance of said storm drainage lines, storm drainage facilities, and appurtenant facilities; provided, however, that the County, at its own expense, shall restore, as nearly as possible, to their original condition, all land or premises which are disturbed in any manner by the installation, construction, operating, and maintenance of said storm drainage lines, storm drainage facilities, and appurtenant facilities. Such restoration shall include the backfilling of trenches, the replacement of fences and shrubbery, the reseeding or resodding of lawns or pasture areas within and outside the easements, and the replacement of structures and other facilities located outside the easements, 7 but shall not include the replacement of structures, trees, or other facilities located within the easement. 4. The Owner reserves the right to make use of the easements herein granted which may not be inconsistent with the rights herein conveyed, or interfere with the use of said easements by the County for the purposes named; provided, however, the Owner shall comply with all applicable County ordinances and regulations prior to placing any building, roadway, other structure, or fence on the easements. 5. These easements shall be perpetual and shall run with the land and shall be binding upon the Owner, its successors and/or assigns, and shall inure to the benefit of the County, its successors and assigns. THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, the Owner grants and conveys unto the County all appurtenances and facilities located within the above -described drainage easements. B. Sight Distance Easements. Easements, as more particularly bounded and described on the Plat as "S.D. ESMT," for the purpose of preventing obstructions to vehicular sight in conformance with Virginia Department of Transportation ("VDOT") standards. The Owner, its successors and assigns, shall not place or permit on the Property fences, shrubbery, structures, or other facilities or vegetation ("Improvements") within the bounds of said easements unless such improvements shall not obstruct vehicular sight distance from any direction. A VDOT review will be required for any plantings or Improvements within said easements. The right to enter and remove any obstructions for the purpose of maintaining clear sight distance within such easements is hereby granted to VDOT. 8 c.? AUTHORITY EASEMENTS u� THIS DEED FURTHER WITNESSETH, that, in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, the Owner does hereby grant and convey unto the Authority, its successors and assigns, an easement and right of way (the "Easement") for the purpose of installing, constructing, operating, maintaining, repairing, adding to or altering and replacing one or more present or future water mains and sanitary sewer lines, including, without limitation, fire hydrants, valves, vaults, meters, building service connections and connection lines, sanitary lateral lines, manholes and other appurtenant facilities (collectively, the "Facilities"), for the transmission and distribution of water and the collection of sanitary sewer and its transmission through, upon and across the portion of the property of the Owner bounded and described as "F.W. ESMT.," "2.5' F.W. ESMT.," "10' X 10' F.W. ESMT.," "15' F.W. ESMT." and "20' F.W. ESMT." (collectively, the "Easement Area"), as shown on the Plat attached hereto and made a part hereof, subject to the following conditions: All Facilities which are installed in the Easement Area shall be and remain the property of the Authority, its successors and assigns. 2. The Authority and its agents shall have full and free use of the Easement for the purposes named, and shall have all rights and privileges reasonably necessary to the exercise of the Easement, including the right of access to and from the Easement Area, and the right to use adjoining land when necessary; provided, however, that this right to use adjoining land shall be exercised only during periods of actual construction or maintenance, and then only to the minimum extent necessary for such construction and maintenance; and further, this right shall 9 not be construed to allow the Authority to erect any building or structure of a permanent nature C-) c)-% on such adjoining land. V 3. The Authority shall have the right to trim, cut and remove trees, shrubbery, fences, structures or other obstructions in or reasonably near the Easement Area, including those existing at the time of execution of this Deed, deemed by it to interfere with the proper and efficient construction, operation and maintenance of the Facilities; provided, however, that the Authority, at its own expense, shall restore, as nearly as possible, to their original condition all land or premises included within or adjoining the Easement Area which are disturbed in any manner by the construction, operation and maintenance of the Facilities. Such restoration shall include (i) the backfilling of trenches, (ii) repaving of asphalt, concrete, composite, and other impervious areas, (iii) the reseeding or resodding of lawns or pasture areas, and (iv) the replacement of trees, flowers, shrubbery, vegetable plants, porous/permeable paving, pavers, structures, and other obstructions located outside the Easement Area, but shall not include the replacement of trees, flowers, shrubbery, vegetable plants, porous/permeable paving, pavers, structures, or other obstructions located within the Easement Area. 4. The Owner reserves the right to construct and maintain roadways over the Easement Area and to make any use of the Easement Area which may not be inconsistent with the Easement rights herein conveyed, or interfere with the use of the Easement by the Authority for the purposes named; provided, however, that the Owner shall not erect any building or other structure, or install any underground facilities or utilities, or change existing ground elevation or impound any water on or within the Easement Area without obtaining the prior written approval of the Authority. In the event a use of the Easement Area by the Owner is approved by the Authority, but requires the relocation of any of the Facilities or the adjustment of the depth of 10 any of the Facilities, all costs required to accomplish such relocation or adjustment shall be paid C' UN by the Owner . The Owner agrees that no vegetation other than (i) grass, (ii) shrubbery, and (iii) flowers and vegetable plants with root systems that extend no more than 12 inches below the surface at maturity, may be planted in the Easement Area; provided, however, that such flowers, shrubbery and vegetable plants are planted at the Owner's risk and the Authority shall have no obligation to replant such flowers, shrubbery and vegetable plants nor to compensate the Owner for such vegetation in the event such vegetation is damaged or destroyed during the exercise of the Authority's rights under this Easement. 5. At such time as any portion of the land within the Easement Area is accepted by the Commonwealth of Virginia or any appropriate agency thereof for maintenance into the state highway system, all easement rights acquired by the Authority by this instrument in such portion of land shall cease and terminate, provided that the Commonwealth of Virginia or any appropriate agency thereof concurrently grants to the Authority all necessary permits for the continued operation, maintenance, inspection, repair and replacement of its facilities in said location. 6. The Owner covenants that it is seized of and has the right to convey said Easement, rights and privileges, that the Authority shall have quiet and peaceable possession, use and enjoyment of the Easement, rights and privileges, and that the Owner shall execute such further assurances thereof as may be required. 7. In the event the Authority notifies the Owner of a violation of the terms of this Easement and the Owner does not cure such violation within thirty (30) days of such notice, the Authority may take such action as necessary to cure such violation, including ingress and egress over any portion of the Owner's property deemed necessary by the Authority to access the IV C7 Easement Area or to enforce the Authority's rights hereunder. All costs and expenses incurred 0-1 c:_: by the Authority in exercising or enforcing its rights hereunder shall be paid or, at the Authority's election, reimbursed, by the Owner , within thirty (30) days from the date the Owner receives a bill or invoice from the Authority for such costs and expenses. If such costs and expenses are not paid within the thirty (30) day period referenced in the preceding sentence, all such costs and expenses shall immediately commence bearing interest at the rate of twelve percent (12%) per annum. The Authority shall have the right to enforce the terms of this Easement by any remedy available at law or in equity. 8. If the Authority is adjudicated the prevailing party in any judicial proceeding between the parties regarding enforcement of this Easement, the Authority shall be awarded its costs and expenses, including reasonable attorney fees. 9. The Owner agrees that the agreements and covenants stated in this Deed are not covenants personal to the Owner but are covenants running with the land which are and shall be binding upon the Owner, its heirs, personal representatives, successors and/or assigns. PRIVATE SANITARY SEWER LATERAL EASEMENTS THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, the Owner hereby grants, conveys, creates and establishes non-exclusive private sanitary sewer lateral easements (the "Private Lateral Easements") over and across Open Space A and Open Space B (referred to collectively as the "Burdened PLE Parcels" and individually as the "Burdened PLE Parcel"), as subdivided herein and as shown on the Plat, for the use and benefit of the owners of certain adjacent lots, including Lots 1 through Lot 14, inclusive, Lot 30, Lot 31 and Lot 60 (referred to collectively as the "Benef;tted PLE Lots" and individually as the 12 c-: C) "Benefitted PLE Lot"), as subdivided herein and as shown on the Plat, for purposes of cry Ln constructing, operating and maintaining private sanitary sewer lateral lines and appurtenant facilities (the "Private Sewer Facilities") over and across the Burdened PLE Parcels to serve residential uses and structures located on the adjacent Benefitted PLE Lots, said Private Lateral Easements being more particularly bounded and described on the Plat as "PRIVATE LATERAL ESMT" and/or "20' PLE." The owner of each Benefitted PLE Lot shall be responsible for maintenance of the Private Sewer Facilities constructed within the Private Lateral Easements serving the Benefitted PLE Lot, and shall have the right to use the Private Lateral Easements for purposes of constructing, operating and maintaining the Private Sewer Facilities serving residential uses and structures on the Benefitted PLE Lot; provided, however, the owner of the Benefitted PLE Lot, at its own expense, shall restore as nearly as possible, to its original condition, all land or premises within or adjoining the Private Lateral Easements located on the Burdened PLE Parcel which are disturbed in any manner by the construction, operation or maintenance of the Private Sewer Facilities. PRIVATE CEMETERY INGRESS AND EGRESS EASEMENT THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, the Association does hereby create and establish a private cemetery ingress and egress easement (the "Cemetery Easement") over and across the 'Ewing Family Cemetery Lot" (referred to herein as the "Cemetery Lot"), as subdivided herein and as shown and depicted on the Plat, for purposes of ingress and egress to and from said Cemetery Lot. This Cemetery Easement shall only be used by individuals entitled to access pursuant to Virginia Code Section 57-27.1, which includes the following persons: 13 c� (i) family members and descendants of deceased persons buried on the C-, Cemetery Lot; (ii) any cemetery plot owner; and (iii) any person engaging in genealogy research who has given reasonable notice to the Association, as the owner of the Cemetery Lot, as herein conveyed to the Association in this Deed. Access to and use of the Cemetery Easement shall be subject to the limitations set forth herein, and subject to the terms, conditions and restrictions of Virginia Code Section 57-27.1 (A.-D.). The Cemetery Easement may be located and relocated from time to time by an instrument executed and recorded by the Association, provided that reasonable access shall be maintained at all times. Any costs incurred in relocating the Cemetery Easement, including maintaining access to the Cemetery Easement, shall be bome by the party relocating the Cemetery Easement. In the event all the remains within said cemetery are ever relocated or otherwise removed, then this Cemetery Easement shall automatically terminate and cease to exist. VACATION OF COUNTY AND AUTHORITY EASEMENTS THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, the Owner, with the consent of the County and the Authority, does hereby vacate those portions of various easements shown on the attached Plat as "Ex. 20' Drainage Esmt. Inst. No. 060011588 Hereby Vacated," "Portion of Ex. 20' Sanitary Sewer Esmt. Inst. No. 060011588 Within Nathan Drive Hereby Vacated," and "Ex. Temporary Cul-de-Sac Esmt. Inst. No. 060011588 Hereby Vacated" and being those easements previously dedicated by deed recorded 14 as Instrument Number 060011588. The consent and approval of the County and the Authority to G' such vacations are shown by the signatures and seals affixed to the attached Plat and to this Deed. This Deed of Consolidation, Dedication, Subdivision, Easement and Vacation is made in accordance with the statutes made and provided in such cases, including Section 15.2-2240, et seq. and Section 15.2-2264, et seq. of the Code of Virginia 1950, as amended; with the approval of the proper authorities of the County of Frederick, Virginia, and the Frederick County Sanitation Authority, as shown by the signatures affixed to this Deed and the Plat, and is with the free consent and in accordance with the desire of Owner, the owner and proprietor of the land embraced within the bounds of said subdivision, as aforesaid. IN WITNESSETH WHEREOF, the Owner has executed this Deed of Consolidation, Dedication, Subdivision, Easement and Vacation. FURTHER WITNESSETH the following signatures and seals: [SIGNATURE PAGES FOLLOW] 15 OWNER: RICHMOND AMERICAN HOMES OF VIRGINIA, INC., a Virginia corporation By: (SEAL) Name: Title: STATE/COMMONWEALTH OF Ut A fp �j A , CITY/COUNTY OF i'A, J 1FA2g , to wit: I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that �cuc %all�.r,�_er as �,'Ji_tiu. �r��,; of RICHMOND AMERICA9 HOMES OF VIRGINIA, INC., a Virginia corporation, whose name is signed to the foregoing instrument, appeared before me and personally acknowledged the same in my jurisdiction aforesaid. GIVEN under my hand and seal this 34 day of r • 2018. My commission expires: Y--,e J, 1 ;� / Notary P blic - Registration N . i + 11-36 9 MARINA COUNA NOTARY PUBLIC RES. I721000 C MMCOAMI0giIONEIQIN1+0#VIAIfit 16 SOUTHERN HILLS HOMEOWNERS ASSOCIATION, INC., a Virginia nonstock corporation formed pursuant to the Virginia Property Owners Association Act By: (SEAL) N itle: STATE/COMMONWEALTH OF CITY/COUNTY OF Lo1,doM , to wit: I, the under si ed Notary Public, in and for the jurisdiction aforesaid, do hereby certify that M&hae / t -.-.// , as of SOUTHERN HILLS HOMEOWNERS ASSOCIATION, INC., whose name is signed to the foregoing instrument, appeared before me and personally acknowledged the same in my jurisdiction aforesaid. GIVEN under my hand and seal this day of is 2018. My cbmtri' Sion expires: U L' otary Public - stration No. • ' 11 %III W EI3$B - o ' co 31�rs0sroa a o • EXPIRES ? 1/3112019 •: 10, ��rrrnnrl��� 17 FREDERICK COUNTY SANITATION AUTHORITY d.b.a. FREDERICK WATER COMMONWEALTH OF VIRGINIA, COUNTY OF FREDERICK, to wit: I, ttle�-un,d�-enrsip�n Notary Public, in and for the jurisdiction afores id, do he{eby certify that r L,� Y,CF_ (fit V i 6 n , as issi5tar rt 11(er`U f�� of FREDERICK COUNTY SANITATION AUTHORITY d.b.a. FREDERICK WATER, whose name is signed to the foregoing instrument, appeared before me and personally acknowledged the same in my jurisdiction aforesaid. GIVEN under my hand and seal this U-�qday of j , 2018. My commissioJ� ,e,.xpires: - 3 ) ' UJ2 1 Notary Public - Registration No. --3-- Tadwo tavonne tap MMARY MMC O m wwwMM ot"Ne Rey. i 72Gs c My ComnMsslon ExpZ 1'1J 18 A The Foregoing Conveyances Are Hereby Approved Pursuant To Virginia Code Section 15.2-1803 And The Vacation Of The Easements Pursuant To Virginia Code Section 15.2-2272 Is Hereby Approved APPROVED AS TO LEGAL FORM: BOARD OF SUPERVISORS OF FREDERICK COUNTY, VIRGINIA By: (SEAL) ounty Attorney Name: Title: COMMONWEALTH OF VIRGINIA, COUNTY OF FREDERICK, to wit: I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that K,, s C. ` T.'ti'nt.. , asFROyn A,amin:�ri' son behalf of the BOARD OF SUPERVISORS OF EDERICK COUNTY, VIRGINIA, whose name is signed to the foregoing Deed, appeared before me and personally acknowledged the same in my jurisdiction aforesaid. GIVEN under my hand and seal this 10'"^ day of iqR I 2018. My Commission expires: t t- 30 - 2-620 Notary Publi — egistration No. -7 oc 4 v z3 IL9 COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX:540/665-6395 March 7, 2011 William H. Gordon Associates, Inc. Attention: Louise Zwicker 301 North Mildred Street, Suite 1 Charles Town, WV 25414 RE: Southern Hill Phase II:'Subdivision Design Plan Review PIN #85-A-138 Dear Louise: This letter is to confirm that Southern Hills Phase II, received by our office on March 2, 2011, has been approved for 224 lots. Attached are three (3) full sets of plans for your records and distribution. It is now appropriate for you to submit the final plats for this subdivision. Remember that subdivision plats must reflect the approved subdivision plans. Should you have any questions, please do not hesitate to call me at (540) 665-5651 Gonmg inspector cc: Arcadia Development Co., c/o Carla E. Coffey, 117 North Bailey Lane, Purcellville, VA 20132 Attachment � ?� /`zeak� P 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 rIum.-Ifeu cu I I I e Iu:ylJu4izouIIiru4iiiI0 u4iuti4ull ua:uo #jou r.UUIIUUL COUNTY OF FREDERICK, VIRGINIA FIRE AND RESCUE DEPARTMENT Timothy L.Welsh Department Chief FAX TRANSMITTAL COVER SHEET DATE: TO: . LO �A I <,�?.. ...2- y�i c-'ke..,<--- FROM: Marc IL SYlOw2xS — F m I Frederick County Fire & Rescue FAX #: ��'� • TOTAL PAGES: Z (Including Cover Sheet) COMMENTS: Soo4Kgm \A� 1\ S. . • 1080 Coverstone Drive Winchester, VA 22602 IF YOU HAVE ANY OUESTIONS OR CONCERNS REGARDING THIS TRANSMITTAL, PLEASE CALL (540) 665-5618. Office (540) 665-5618 0 twelsh@co.frederick.va.us a Fax (540) 678-4739 rfUlll:I ILU UU I I Ie IU:y1I)U4fzouIIfrUL/lIIQ UfIUIILUII Uy:UU ),fUOy r.uucruuc Control number SDII-0001 Project Name Southern Hill Phase 2 Address 117 North Bailey Dr. Type Application Subdivision Current Zoning R Automatic Sprinkler System No Other recommendation Emergency Vehicle Access Adequate Siamese Location Emergency Vehicle Access Comments Access Comments Additional Comments Pla s Approveel. As Submitted. Recommenda#ions Automatic Fire Alarm System No Requirements Hydrant Location RoadwaytAisleway Width Adequate Election District Opequon Residential Sprinkler System Yes Fire Lane Required Yes Special Hazards No Plan Approval Recommended Reviewed By Signature Yes S. Mark Showers _ . _.. ___.... - ....._ Title Dana Johnston From: Louise Zwicker [LZwicker@whga.com] Sent: Wednesday, February 16, 2011 11:25 AM To: Dana Johnston Subject: FW: Southern Hills, Phase 2 Revision - VDOT Plan Approval Dana, Do you think you will be able to get the approval completed this week? I assume the final approval letter goes directly to the owner. If so would you please e-mail me a copy so I can get it framed and laminated! Thanks for everything Louise From: Yeatman, Kimberly M.[mailto:Kim.Yeatman@VDOT.Virginia.gov] Sent: Wednesday, February 16, 2011 11:19 AM To: Louise Zwicker Cc: dmiller@arcadiabuilding.com; djohnsto@co.frederick.va.us; Smith, Matthew, P.E.; Funkhouser, Rhonda Subject: Southern Hills, Phase 2 Revision - VDOT Plan Approval This is to acknowledge receipt of your revised plans for the referenced project. The plans appear satisfactory and are approved. Please advise the developer accordingly. I offer the following comments: • A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. • Materials used and method of construction shall apply to current observed VDOT Road & Bridge Specifications applicable during construction of this development. • Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department prior to inclusion into the Secondary Road System. • Attached is a copy of the minimum requirements and information needed prior to acceptance of subdivision streets into the Secondary System. This is the responsibility of the developer. • All drainage is to be carried within the right-of-way in ditch lines or gutters along the street to a pipe or drainage easement. • The contractor shall notify VDOT when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for inspections. • The appropriate land use permits shall be obtained before any work is performed on the State's right-of- way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. • Any entrances constructed from the public street(s) shall meet VDOT minimum standards. This is the developer's responsibility. 1 • I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type 21-B Stone. This will greatly reduce the possibility of any pavement settlement. A copy of any/all RECORDED PLATS of dedication to public use (the County of Frederick) for drainage easements and right-of-way required for implementation of this proposed project shall be provided for VDOT review prior to issuance of any land use permit. Should you need additional information, do not hesitate to call. Louise, we should have two extra sets of signed plans coming up from the Edinburg office if you want to come by in a few days to pick them up. Kim Yeatman Virginia Department of Transportation Land Development - Permit Specialist Clarke, Frederick, Shenandoah & Warren Counties 540-535-1828 Dana Johnston From: Louise Zwicker [LZwicker@whga.com] Sent: Wednesday, February 16, 2011 9:53 AM To: Yeatman, Kimberly M.; Smith, Matthew, P.E. Cc: Dana Johnston; Don Miller; Funkhouser, Rhonda Subject: RE: Southern Hills CD is being FedExed today to Matt's attention. Louise From: Yeatman, Kimberly M. [mailto:Kim.Yeatman@VDOT.Virginia.gov] Sent: Tuesday, February 15, 2011 12:08 PM To: Louise Zwicker; Smith, Matthew, P.E. Cc: djohnsto@co.frederick.va.us; Don Miller; Funkhouser, Rhonda Subject: RE: Southern Hills The plans have been received in our Edinburg Office, and Matt will need to sign off on them. Could you also send the Edinburg Office a CD with a separate PDF for each plan sheet? Thanks, Kim From: Louise Zwicker [mailto:LZwicker@whga.com] Sent: Tuesday, February 15, 2011 11:41 AM To: Yeatman, Kimberly M.; Smith, Matthew, P.E. Cc: djohnsto@co.frederick.va.us; Don Miller; Funkhouser, Rhonda Subject: RE: Southern Hills Hi Kimberly, Please confirm you have received signature sets of the Southern Hills plans and let me know when you will have an opportunity to send Dana your approval letter so he can finalize approval. Thanks for all your help. Louise From: Yeatman, Kimberly M. [mailto:Kim.Yeatman@VDOT.Virginia.gov] Sent: Wednesday, February 09, 2011 10:13 AM To: Louise Zwicker; Smith, Matthew, P.E. Cc: djohnsto@co.frederick.va.us; Don Miller; Funkhouser, Rhonda Subject: RE: Southern Hills The changes you made to the emergency access look good; however, one of our inspectors was out at Town Run Lane yesterday and he indicated all of the curb cuts that we talked about yesterday are existing. Since there will not be any houses accessing Town Run Lane in this area, we are going to want to see all of the curb cuts removed at some point. At a minimum, we are going to need to show the entrance on either side of the proposed emergency access labeled to be removed. We would like to see all of them shown to be removed, but understand that there may be issues with addressing those on this plan. Arcadia's permit for the Town Run Lane improvements has not been completed, and the entrances can be addressed under the permit. We wanted to make sure that Arcadia was aware of the issue, and also that their permit has expired and will need to be reinstated. They can contact Rhonda Funkhouser in the Edinburg office to get the permit reinstated, and to determine the necessary fee. Once the entrances have been labeled to be removed, the signature sets of the plan can be submitted. I believe we generally get 5 sets of signed and sealed plans for signature. If you have any additional questions, please let me know. Kim Yeatman Virginia Department of Transportation Land Development - Permit Specialist Clarke, Frederick, Shenandoah & Warren Counties 540-535-1828 From: Louise Zwicker [mailto:LZwicker@whga.com] Sent: Tuesday, February 08, 2011 2:24 PM To: Yeatman, Kimberly M.; Smith, Matthew, P.E. Cc: djohnsto@co.frederick.va.us; Don Miller Subject: FW: Southern Hills Kimberly, Thank you for getting back to me so quickly. Attached is the grading sheet illustrating the changes we discussed this morning. The grasscrete has been extended to the back of the curb and a note has been added to replace the CG-6 with CG-7 mountable curb in this area. Per the e-mail below, the final signature set will reflect this change on the sheets indicated. Please advise how many full sets of the plan are needed for your records or if you would prefer insert sheets. Thank you Louise From: Chris Nordby Sent: Tuesday, February 08, 2011 2:19 PM To: Louise Zwicker Subject: Southern Hills Louise attached is Sheet 8 of the Southern Hills Plan set. When signature sets are needed please note that sheets 1, 5D, 8, 16, 21, 42 & 45 will need to be re -printed to show the latest geometry and limits revision. Thanks, Chris Nordby Senior Staff Engineering William H. Gordon Associates, Inc. Civil Engineering I Landscape Architecture I Site Security Consulting I Land Planning I Surveying 301 North Mildred Street, Suite 1, Charles Town, WV 25414 office: 304-725-8456 1 fax: 304-728-0117 GORDON 2 Dana Johnston From: Yeatman, Kimberly M. [Kim.Yeatman@VDOT.Virginia.gov] Sent: Wednesday, February 16, 2011 11:19 AM To: Louise Zwicker Cc: dmiller@arcadiabuilding.com; Dana Johnston; Smith, Matthew, P.E.; Funkhouser, Rhonda Subject: Southern Hills, Phase 2 Revision - VDOT Plan Approval This is to acknowledge receipt of your revised plans for the referenced project. The plans appear satisfactory and are approved. Please advise the developer accordingly. I offer the following comments: • A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. • Materials used and method of construction shall apply to current observed VDOT Road & Bridge Specifications applicable during construction of this development. • Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department prior to inclusion into the Secondary Road System. • Attached is a copy of the minimum requirements and information needed prior to acceptance of subdivision streets into the Secondary System. This is the responsibility of the developer. • All drainage is to be carried within the right-of-way in ditch lines or gutters along the street to a pipe or drainage easement. • The contractor shall notify VDOT when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for inspections. • The appropriate land use permits shall be obtained before any work is performed on the State's right-of- way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. • Any entrances constructed from the public street(s) shall meet VDOT minimum standards. This is the developer's responsibility. • I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type 21-B Stone. This will greatly reduce the possibility of any pavement settlement. • A copy of any/all RECORDED PLATS of dedication to public use (the County of Frederick) for drainage easements and right-of-way required for implementation of this proposed project shall be provided for VDOT review prior to issuance of any land use permit. Should you need additional information, do not hesitate to call. Louise, we should have two extra sets of signed plans coming up from the Edinburg office if you want to come by in a few days to pick them up. Kim Yeatman 1 Virginia Department of Transportawn Land Development - Permit Specialist Clarke, Frederick, Shenandoah & Warren Counties 540-535-1828 Dana Johnston From: Yeatman, Kimberly M. [Kim.Yeatman@VDOT.Virginia.gov] Sent: Tuesday, February 15, 2011 12:08 PM To: Louise Zwicker; Smith, Matthew, P.E. Cc: Dana Johnston; Don Miller; Funkhouser, Rhonda Subject: RE: Southern Hills The plans have been received in our Edinburg Office, and Matt will need to sign off on them. Could you also send the Edinburg Office a CD with a separate PDF for each plan sheet? Thanks, Kim From: Louise Zwicker [mailto:LZwicker@whga.com] Sent: Tuesday, February 15, 2011 11:41 AM To: Yeatman, Kimberly M.; Smith, Matthew, P.E. Cc: djohnsto@co.frederick.va.us; Don Miller; Funkhouser, Rhonda Subject: RE: Southern Hills Hi Kimberly, Please confirm you have received signature sets of the Southern Hills plans and let me know when you will have an opportunity to send Dana your approval letter so he can finalize approval. Thanks for all your help. Louise From: Yeatman, Kimberly M.[mailto:Kim.Yeatman@VDOT.Virginia.gov] Sent: Wednesday, February 09, 2011 10:13 AM To: Louise Zwicker; Smith, Matthew, P.E. Cc: djohnsto@co.frederick.va.us; Don Miller; Funkhouser, Rhonda Subject: RE: Southern Hills The changes you made to the emergency access look good; however, one of our inspectors was out at Town Run Lane yesterday and he indicated all of the curb cuts that we talked about yesterday are existing. Since there will not be any houses accessing Town Run Lane in this area, we are going to want to see all of the curb cuts removed at some point. At a minimum, we are going to need to show the entrance on either side of the proposed emergency access labeled to be removed. We would like to see all of them shown to be removed, but understand that there may be issues with addressing those on this plan. Arcadia's permit for the Town Run Lane improvements has not been completed, and the entrances can be addressed under the permit. We wanted to make sure that Arcadia was aware of the issue, and also that their permit has expired and will need to be reinstated. They can contact Rhonda Funkhouser in the Edinburg office to get the permit reinstated, and to determine the necessary fee. Once the entrances have been labeled to be removed, the signature sets of the plan can be submitted. I believe we generally get 5 sets of signed and sealed plans for signature. If you have any additional questions, please let me know. Kim Yeatman Virginia Department of Transportation Land Development - Permit Specialist Clarke, Frederick, Shenandoah & Warren Counties 540-535-1828 From: Louise Zwicker [mailto:LZwicker@whga.com] Sent: Tuesday, February 08, 2011 2:24 PM To: Yeatman, Kimberly M.; Smith, Matthew, P.E. Cc: djohnsto@co.frederick.va.us; Don Miller Subject: FW: Southern Hills Kimberly, Thank you for getting back to me so quickly. Attached is the grading sheet illustrating the changes we discussed this morning. The grasscrete has been extended to the back of the curb and a note has been added to replace the CG-6 with CG-7 mountable curb in this area. Per the e-mail below, the final signature set will reflect this change on the sheets indicated. Please advise how many full sets of the plan are needed for your records or if you would prefer insert sheets. Thank you Louise From: Chris Nordby Sent: Tuesday, February 08, 2011 2:19 PM To: Louise Zwicker Subject: Southern Hills Louise attached is Sheet 8 of the Southern Hills Plan set. When signature sets are needed please note that sheets 1, 51), 8, 16, 21, 42 & 45 will need to be re -printed to show the latest geometry and limits revision. Thanks, Chris Nordby Senior Staff Engineering William H. Gordon Associates, Inc. Civil Engineering I Landscape Architecture I Site Security Consulting I Land Planning I Surveying 301 North Mildred Street, Suite 1, Charles Town, WV 25414 office: 304-725-8456 1 fax: 304-728-0117 GORDON rJ Dana Johnston From: Louise Zwicker [LZwicker@whga.com] Sent: Tuesday, February 15, 2011 12:01 PM To: Dana Johnston Subject: RE: Fire Marshal approval. Southern Hills. Hopefully you should receive it this week. What has to be done after that? Can you then just issue the approval letter? Do you send back signature sets or just a letter? From: Dana Johnston [ma iIto: djohnsto@co.frederick.va.us] Sent: Tuesday, February 15, 2011 11:27 AM To: Louise Zwicker Subject: RE: Fire Marshal approval. Southern Hills. Nothing Yet O From: Louise Zwicker [mailto:LZwicker@whga.com] Sent: Tuesday, February 15, 2011 11:22 AM To: Dana Johnston Subject: RE: Fire Marshal approval. Southern Hills. Anything from VDOT yet? From: Dana Johnston [mailto:djohnsto@co.frederick.va.us] Sent: Tuesday, February 15, 2011 11:18 AM To: Louise Zwicker Subject: RE: Fire Marshal approval. Southern Hills. I got it thanksH O From: Louise Zwicker [mailto:LZwicker@whga.com] Sent: Tuesday, February 15, 2011 11:02 AM To: Dana Johnston Subject: RE: Fire Marshal approval. Southern Hills. Try this one From: Dana Johnston [mailto:djohnsto@co.frederick.va.us] Sent: Tuesday, February 15, 2011 10:58 AM To: Louise Zwicker Subject: RE: Fire Marshal approval. Southern Hills. Louise, the attachment did not come through. From: Louise Zwicker [mailto:LZwicker@whga.com] Sent: Tuesday, February 15, 2011 8:28 AM To: Dana Johnston; Don Miller Subject: Fire Marshal approval. Southern Hills. 1 From: Charles Town reception Sent: Tuesday, February 15, 2011 8:03 AM To: Louise Zwicker Subject: fax Dana Johnston From: Louise Zwicker [LZwicker@whga.com] Sent: Tuesday, February 15, 2011 11:41 AM To: Yeatman, Kimberly M.; Smith, Matthew, P.E. Cc: Dana Johnston; Don Miller; Funkhouser, Rhonda Subject: RE: Southern Hills Hi Kimberly, Please confirm you have received signature sets of the Southern Hills plans and let me know when you will have an opportunity to send Dana your approval letter so he can finalize approval. Thanks for all your help. Louise From: Yeatman, Kimberly M.[mailto:Kim.Yeatman@VDOT.Virginia.gov] Sent: Wednesday, February 09, 2011 10:13 AM To: Louise Zwicker; Smith, Matthew, P.E. Cc: djohnsto@co.frederick.va.us; Don Miller; Funkhouser, Rhonda Subject: RE: Southern Hills The changes you made to the emergency access look good; however, one of our inspectors was out at Town Run Lane yesterday and he indicated all of the curb cuts that we talked about yesterday are existing. Since there will not be any houses accessing Town Run Lane in this area, we are going to want to see all of the curb cuts removed at some point. At a minimum, we are going to need to show the entrance on either side of the proposed emergency access labeled to be removed. We would like to see all of them shown to be removed, but understand that there may be issues with addressing those on this plan. Arcadia's permit for the Town Run Lane improvements has not been completed, and the entrances can be addressed under the permit. We wanted to make sure that Arcadia was aware of the issue, and also that their permit has expired and will need to be reinstated. They can contact Rhonda Funkhouser in the Edinburg office to get the permit reinstated, and to determine the necessary fee. Once the entrances have been labeled to be removed, the signature sets of the plan can be submitted. I believe we generally get 5 sets of signed and sealed plans for signature. If you have any additional questions, please let me know. Kim Yeatman Virginia Department of Transportation Land Development - Permit Specialist Clarke, Frederick, Shenandoah & Warren Counties 540-535-1828 From: Louise Zwicker [mailto:LZwicker@whga.com] Sent: Tuesday, February 08, 2011 2:24 PM To: Yeatman, Kimberly M.; Smith, Matthew, P.E. Cc: djohnsto@co.frederick.va.us; Don Miller Subject: FW: Southern Hills Kimberly, Thank you for getting back to me so quickly. Attached is the grading sheet illustrating the changes we discussed this morning. The grasscrete has been extended to the back of the curb and a note has been added to replace the CG-6 with CG-7 mountable curb in this area. Per the e-mail below, the final signature set will reflect this change on the sheets indicated. Please advise how many full sets of the plan are needed for your records or if you would prefer insert sheets. Thankyou Louise From: Chris Nordby Sent: Tuesday, February 08, 2011 2:19 PM To: Louise Zwicker Subject: Southern Hills Louise attached is Sheet 8 of the Southern Hills Plan set. When signature sets are needed please note that sheets 1, 51), 8, 16, 21, 42 & 45 will need to be re -printed to show the latest geometry and limits revision. Thanks, Chris Nordby Senior Staff Engineering William H. Gordon Associates, Inc. Civil Engineering I Landscape Architecture I Site Security Consulting I Land Planning I Surveying 301 North Mildred Street, Suite 1, Charles Town, WV 25414 office: 304-725-8456 1 fax: 304-728-0117 §O 2 riunl:Ireu Cu Ille Iu.viov4izouII1ruziiiio uziut/eUII uts #ouu r.UUIlUUe COUNTY OF FREDERICK, VIRGINIA FIRE AND RESCUE DEPARTMENT 1080 Coverstone Drive Winchester, VA 22602 Timothy L.Welsh Depwment Chief FAX TRANSMITTAL COVER SHEET DATE: -7; 1 TO:LOU I S2` Z' V� I C � FROM: May 1L S VlO&XS — F M D Frederick County Fire & Rescue FAX #: TOTAL PAGES: Z (Including Cover Sheet) COMMENTS: IF YOU HAVE ANY QUESTIONS OR CONCERNS RE6ARDIN6 THIS TRANSMITTAL. PLEASE CALL (540) 665-5618, Office (540) 665-5618 0 twelsh@co.frederick.va.us 0 Fax (540) 678-4739 rruiii.- ireu (;u i i i e iu.vi,)u4rcouii/rucrriiu ucrurteurr uy:uu onti r.uueruuc Control number SD11-0001 Project Name Southern Hill Phase 2 Address 117 North Bailey Dr. Type Application Subdivision Current Zoning R Automatic Sprinkler System No Other recommendation Emergency Vehicle Access Adequate Siamese Location Emergency Vehicle Access Comments Access Comments Additional Comments Pla,-Is Approved As Subm,"Lled. Date received 1/1t3 O11 City Purceliville Tax ID Number Date reviewed 217/2011 Applicant Arcadia Development Co. State Zip VA 20132 Fire District 11 Recommendations Automatic Fire Alarm System No Requirements Hydrant Location Roadway/Aisleway Width Adequate Date Revised Applicant Phone 540-751-0321 Rescue District 11 Election District Opequon Residential Sprinkler System Yes Fire Lane Required Yes Special Hazards No Plan Approval Recommended Reviewed By Signature / Yes S. Mark Showers Title--/—�C2�_/__--- 301 North Mildred Street Suite 1 Charles Town, WV 25414 304-725-8456 William H. Gordon Associates, Inc. (fax) 304-728-0117 To Frederick County Planning and Development Date December 20, 2010 Attn: Dana Johnson Shipped Via Courier 107 N Kent Street Plan Name Southern Hills Phase 2 Winchester, VA 22601-5000 Project No. 2499-0101/Task No. 501E 540-665-5651 Subject Fire Marshal comments From Louise Zwicker, P.E. ❑County No./❑Town No. We are sending you ® Print(s) ® Correspondence(s) ❑Electronic Media ❑ Originals ❑ Submission ❑ 1s' ❑ 2nd ❑ 3`d ® Other Revisions per Fire Marshal comments Copies Date Description 5 Full plan set 1 Bubbled set of affected sheets noting location of changes 1 cover letter outlining changes These are transmitted U For your use U As requested U For approval U For review and comment ❑Other Comments Dana, Please distribute as necessary. I have included a "bubble set' of affected sheets only with the changed highlighted to make review easier. Please let me know if you have changes or comments. Hopefully this will be the final submission. Sincerely Louise M- • Notes: Signature of Receipt Date cc: G:\Project\Admin\2499-0101 Southern Hills\Submittals\Frederick County\1-29-08 Inspection Department.doc Engineers • Surveyors • Land Planners • Landscape Architects V' m H. Gordon Associates, Inc. ,.,O1 North Mildred Street, Suite 1 Charles Town, WV 25414 304-725-8456 Phone 304-728-01 17 Fax December 20, 2010 Dana Johnson Frederick County Planning and Development 107 N. Kent Street Winchester, VA 22601 Re: Southern Hills Phase 2 — Addition of Turnarounds Dear Mr. Johnson: Attached please find five (5) copies of the redline revision for Southern Hills Phase 2. We are submitting this revision based on Frederick County Fire Marshall Comments. The following changes have been incorporated into the plan set. (In addition all changes have been "bubbled" on the individual plan sheets to assist with your review.) Sheet 1: - Revision #7 fire Marshall comments reference was added. (Also added to revision block on all affected plan sheets) Sheet 2: - Parking Tabulations were updated. - Area Data Summary was updated. Sheet 3: - Typical Unit Layout Detail was updated to reflect emergency access. - Grass -Crete detail was added. - Detail CG-7R was added. - Concrete Curb & Gutter Nose Down Detail was added. Sheets 4-6: - No changes Sheet 6A: - Private Access Easement geometry near Ansley Court, Amberly Court and Beaumont Court was updated. Sheet 7: - Overall Grading and Geometry revisions were updated. Sheet 8: - Geometry and grading near the end of Ansley Court was updated to reflect the grass-crete emergency access from Town Run Lane. Sheet 9: - No changes Civil Engineering • Survey • Land Planning • Landscape Architecture Site Security Consulting • GIS Sheet 10: - Realignment of storm system 420-410 Sheet 11: - No changes Sheet 12: - Geometry and grading was updated to reflect the turnaround at the end of Amberly Court. Sheet 13: - Geometry and grading was updated to reflect the turnaround at the end of Beaumont Court. - Relocation of structure 410 to accommodate turnaround Sheet 14: - No change Sheet 15: - Overall Geometry revisions were updated. Sheet 16: - Grass -Crete emergency access from Town Run Lane was added to the end of Ansley Court. - Private Access Easement geometry was updated at the end of Ansley Court. - Access control chain was added near the end of Ansley Court. - CG-7R was added at the end of Ansley Court to allow access to the grass-crete emergency access area leading toward Town Run Lane. - Note 4 was added detailing emergency access control via chain and pad lock. Sheet 17: - No change Sheet 18: - Geometry at the end of Amberly Court was updated to reflect thf; turnaround area. - Private Access Easement geometry was updated at the end of Amberly Court. - Curb and Gutter geometry was updated at the end of Amberly Court. - Edge of pavement area was added at the end of Amberly Court. - Fire Hydrant location at the end of Amberly Court was revised per the addition of the turnaround area. Sheet 19: - Geometry at the end of Beaumont Court was updated to reflect the turnaround area. - Private Access Easement geometry was updated at the end of Beaumont Court. - Curb and Gutter geometry was updated at the end of Beaumontl Court. - Edge of pavement area was added at the end of Beaumont Court. - The location of storm sewer structure # 410 was revised to accommodate the turnaround area. - Realignment of storm system 420-410 Sheet 20: - No change Engineers • Surveyors • Land Planners • Landscape Architects Sheet 21: - Geometry showing Emergency Access from Town Run Lane to Ansley Court was added. Sheets 22 — 22F: - No changes Sheets 23 — 24: - Geometry turnaround Amberly Court Sheet 25: - No change Sheet 26: - Revised geometry at the end of Ansley Court was updated in plan view. - Revised geometry at the end of Amberly Court was updated in plan view. - The Amberly Court road profile was updated to reflect the addition of the turnaround area. - Water main profile was updated along Amberly Court to reflect relocated hydrant. - Revised geometry at the end of Beaumont Court was updated in plan view. - The Beaumont Court road profile was updated to reflect the addition of the turnaround area. - Ansley Court profile was updated to show end pavement and start of grasscrete. Sheets 27-28: - No change Sheet 29: - Revised geometry Amberly Court and revised proposed grade over sanitary profile Sheets 30 — 34: - No change Sheet 35: - Profile of Storm Sewer Run 400-422 was updated to reflect revised layout along Beaumont Court. Sheet 36: - Storm Sewer Computations for Storm Run 400-422 were updated. Sheet 36A: - Hydraulic Grade Line Computations were updated for Storm Sewer Run 400-422. - Storm structure numbers were added to the Hydraulic Grade Line Computations. Sheet 37: - Revised geometry reflecting turnarounds Engineers 9 Surveyors 9 Land Planners 9 Landscape Architects Sheets 37A — 41: - No change Sheet 42: - Geometric changes along Ansley Court, Amberly Court and Beaumont Court were updated. - Inlet Protection for storm sewer structure # 410 along Beaumont Court was updated. Sheet 43: - Revised geometry reflecting turnarounds Sheet 44: - No change Sheet 45 — 46: - Revised geometry and landscaping where necessary to accommodate turnarounds Sheet 47: - No change Sincerely, WILLIAM H. GORDON ASSOCIATES, INC. Louise Zwicker, P.E. Engineers • Surveyors • Land Planners • Landscape Architects Control number SD09-0001 Project Name Southern Hills -Phase 2 Address 301 North Mildred Street, Suite 1 Type Application Subdivision Current Zoning RP Automatic Sprinkler System No Other recommendation Emergency Vehicle Access Inadequate Siamese Location FFe;derick County Fire and ReSGUe Cat!?ent Office of the Fire dial-hal Plan Review and Corn en€s Date received Date reviewed Date Revised 1/612009 1/9/2009 Applicant William H. Hordon Associates, Inc. City State Zip Applicant Phone Charles Town WV 25414 304-725-8456 Tax ID Number Fire District Rescue District 85-A-138 11 11 Recommendations Automatic Fire Alarm System No Requirements Hydrant Location Inadequate Roadway/Aisleway Width Adequate Election District Opequon Residential Sprinkler System Yes Fire Lane Required No Special Hazards No Emergency Vehicle Access Comments )n deed end sire is loonier than ! O'-el Ill 1 11gih. a flfr alij)�foi.Ll� Wl'naround lilfl°,1.!ice Glo'vided Sugge=nens for !!"is aiv Ill ,"pip- : idix D of!h• Intern) .ti ln;ai Fife Gael Access Comments Additional Comments Accord!nn to Fred:_=rick County Code Section 90-4. area: developed 'vvith - to 5 dwelling units per struck -Ire, r, hydrant na!St ba ,Ahihin �00 I t. Of the: structure. V,14h cr rnoi dwelling ig units per strr.IctLlre there needs to be ivlo hydrants within 300 feet. The distances are n1E-aSUre-d by travel distance along the rcladway. Attached are suggestions far hydrant placement. If you have 2111V gUe:SiI011S, fe-1 free 10 C811 M;E 3t r::A0-r=16 6 3.50. Plan Approval Recommended Reviewed By Signature QQ No J. Neal Title Louise, Removing the curb would certainly be better for us and I will let you know something first of next week. Thanks Denny From: Louise Zwicker [mailto:LZwicker@whga.com] Sent: Friday, November 19, 2010 9:08 AM To: Dennis Linaburg; Mark S. Showers Cc: dmiller@arcadiabuilding.com Subject: FW: Would you please pdf them to me and I will send Dennis and Mark, Would you please review and get back to me if these look acceptable. We will need to move the storm structure obviously and the hydrant. Thinking of removing curb altogether rather than putting in mountable. Any thoughts would be appreciated. Would like to get this wrapped up in the next week or two if possible. Thank you Louise From: Chris Nordby Sent: Friday, November 19, 2010 9:06 AM To: Louise Zwicker Subject: RE: Would you please pdf them to me and I will send Here are the PDF's. The plan views are at 30 scale. From: Louise Zwicker Sent: Friday, November 19, 2010 9:02 AM To: Chris Nordby Subject: Would you please pdf them to me and I will send Louise Zwicker, P.E. Senior Associate, Project Director William H. Gordon Associates, Inc. Civil Engineering I Landscape Architecture I Site Security Consulting I Land Planning I Surveying 301 North Mildred Street, Suite 1, Charles Town, WV 25414 office: 304-725-8456 1 cell: 703-201-1846 1 fax: 304-728-0117 3 If this is not acceptable and you would prefer not to allow the easement please let me know in writing so I can inform the fire marshal that this is not an option. Thank you and have a great Thanksgiving Louise Zwicker, P.E. Senior Associate, Project Director William H. Gordon Associates, Inc. Civil Engineering I Landscape Architecture I Site Security Consulting I Land Planning I Surveying 301 North Mildred Street, Suite 1, Charles Town, WV 25414 office: 304-725-8456 1 cell: 703-201-1846 1 fax: 304-728-0117 From: Louise Zwicker Sent: Friday, November 19, 2010 10:12 AM To: Dana Johnson (djohnsto@co.frederick.va.us) Cc: 'dmiller@arcadiabuilding.com' Subject: FW: Would you please pdf them to me and I will send Dana, As discussed the proposed turnaround modifications are enclosed. Dennis from the Fire Dept should get back to me next week to confirm they are sufficient. We have made every effort to minimize changes to the plans and need confirmation on the following: 1. Will an access easement to Town Run Lane be acceptable to Frederick County? 2. Is removing the curb in the turnaround areas acceptable? 3. Can we make the changes submit via e-mail to obtain informal approval prior to formal submission? 4. Can we submit to you and will you forward to the appropriate review personnel? 5. Once the changes are complete and approved how many sets will we need to submit? Thank you and have a great weekend Louise Louise Zwicker, P.E. Senior Associate, Project Director William H. Gordon Associates, Inc. Civil Engineering I Landscape Architecture I Site Security Consulting I Land Planning I Surveying 301 North Mildred Street, Suite 1, Charles Town, WV 25414 office: 304-725-8456 1 cell: 703-201-1846 1 fax: 304-728-0117 From: Dennis Linaburg[mailto:dlinabur@co.frederick.va.us] Sent: Friday, November 19, 2010 9:31 AM To: Louise Zwicker Subject: RE: Would you please pdf them to me and I will send Dana Johnston From: Louise Zwicker [LZwicker@whga.com] Sent: Tuesday, November 30, 2010 4:33 PM To: Dana Johnston; Dennis Linaburg; Mark S. Showers Cc: dmiller@arcadiabuilding.com Subject: FW: Southern Hills - Fire apparatus turnaround areas Dana, I know you were out in the field today but per the e-mail below VDOT is amenable to an emergency access easement to Town Run Lane so long as measures are in place to restrict its use to Fire Department only. Please let me know if this is acceptable to Frederick County and we will proceed. Thankyou Louise From: Smith, Matthew, P.E. [mailto:Matthew.Smith@vdot.virginia.gov] Sent: Tuesday, November 30, 2010 4:21 PM To: Louise Zwicker Cc: djohnsto@co.frederick.va.us; dmiller@arcadiabuilding.com Subject: RE: Southern Hills - Fire apparatus turnaround areas Louise, As we discussed on the phone, our preference is to have a turn around located on site. If this is not physically possible we would allow an emergency exit designed with grass pavers, mountable curb and some type of gate or chain. Thanks, Matt Matthew B. Smith, P.E. Area Land Use Engineer VDOT - Land Development Clarke, Frederick, Shenandoah & Warren Counties 14031 Old Valley Pike Edinburg, VA 22824 Phone # (540) 984-5615 Fax # (540) 984-5607 From: Louise Zwicker [mailto:LZwicker@whga.com] Sent: Monday, November 22, 2010 12:33 PM To: Smith, Matthew, P.E. Cc: djohnsto@co.frederick.va.us; dmiller@arcadiabuilding.com Subject: Southern Hills - Fire apparatus turnaround areas Good afternoon Matthew, The fire department has asked for turnarounds to be provided for fire apparatus on the dead end streets at Southern Hills. Since there is no room within the property boundary to expand the area at the end of Ansley Court they suggested adding an emergency access easement so the trucks could exit directly onto Town Run Lane. See pdf sheet 3 attached. Frederick County are concerned that an obvious access route would be used by traffic creating an unsafe situation but suggested I touch base with you for your thoughts. One solution would be to put stabilized grass pavers so this access point would not be visible and would only be known by the fire department. Hopefully it would never be used at all. i VDO Row !_�v �&----------------- — BASED ON 35 MPH DESfG�SPFED) _—_—_— — _ — — gyp $t HT DISTANCE 'fib a � r -- LV3 �,,--, ems-, � ' l r 00-1-3 RECREATIONAL AREA ttt c�i� 7 j 1 RECREATIONAL AREA SZpe A OPEN SPACE 8 1,57,194 SQYr. WAN WAVE 10 VDIROW .0 01 tzma ck) 42-E5. 'CI> agAva- W/M aw 0 DERGROUND GAS I w STREET UCAT (TYP) OPEN SPACE 8 1,257,194 SQ.n. y .0 Pt04 tPHT DISTANCE BASED ON 35 MPH DESIGN M5PEEOL_4f ------------ -- NA fc( I r) IC7 t? F::-- -1 --3 -,kr V-d CA- Ej�� jt,45\.A- 301 North Mildred Street Suite 1 Cal% Charles Town, WV 25414 304-725-8456 William H. Gordon Associates, Inc. (fax) 304-728-0117 Letter of To Frederick County Planning and Development Date July 12, 2010 Attn: Dana Johnson Shipped Via Courier 107 N Kent Street Plan Name Southern Hills Phase 2 Winchester, VA 22601-5000 Project No. 2499-0101/Task No. 540-665-5651 Subject Signature sets for approval From Louise Zwicker, P.E. ❑County No./❑Town No. We are sending you ® Print(s) ® Correspondence(s) ❑Electronic Media ❑ Originals ❑ Submission ❑ 1st ❑ 2nd ❑ 3`d ® Other Signature sets for final approval Copies Date Description 5 7-8-10 Southern Hills Phase 2 Subdivision Plans 1 Comment response letter 1 copy of VDOT approval e-mail These are transmitted U For your use U As requested U For approval U For review and comment ❑Other Comments Dana, Thank you again for meeting with us. Enclosed are copies of the plan set as requested, a copy of the comment response letter and an e-mail from VDOT providing approval of the plan. Please call if you have any questions Sincerely Louise Zwicker INTERNAL PLAN PROCESSING USE ® LY 2 01,9 Pro e t Name Description Notes: Signature of Receipt Date cc: G9Project%dmin\2499-0101 Southern Hills\Submittals\Frederick County\1-29-08 Inspection Departmentdoc Engineers • Surveyors • Land Planners • Landscape Architects W n H. Gordon Associates, Inc. Sul North Mildred Street, Suite 1 Charles Town, WV 25414 304-725-8456 Phone 304-728-01 17 Fax July 12, 2010 I Dana Johnston Frederick County Dept. of Planning & Development JUL i 4 LUIv j 107 North Kent Street, Suite 202 Winchester, VA 22601.r Subject: Southern Hills Phase II: Subdivision Design Plan Review Reference: WHGA Project No: 2499-0101 The following is our response to your comments dated April 2, 2010: Comment 1 Sheet 1 Insert a copy of the approved MDP as sheet 4 as part of the subdivision, and adjust sheet numbering accordingly. Response: A copy of the approved MDP has been added as requested as it is a scanned copy with signatures of an approved plan. Comment 2 Sheet 1 Delete the note in the approval block that states site plan valid for 5 years from approval date. This note does not apply for subdivisions. Response: Note has been deleted as requested. Comment 3 Street Names Confirm with GIS (Geographic Information System) and the City of Winchester that street names proposal are approved. Response: GIS approval letter is enclosed Comment 4 Sheet 16 (Proffer #3)(Guard Rails B to C) Please note and provide detail of guardrails. Remember guardrails need to be shown on both sides of Town Run Lane. Response: This proffer has been addressed with the Town Run set of plans. The guard rail has been installed and it is not part of these plans Comment 5 Sheet 16 What does Access Easement serve at the intersection of Ansley and Chancery? Response: The access easement was requested by VDOT to provide additional room for signs including their maintenance if needed. Comment 6 At the roundabout, there is a distance of 110 feet annotated, the MDP shows 150 feet. Verify with VDOT to be sure this distance is adequate. Response: The roundabout was reduced in width at the direction of VDOT. This design width has received VDOT approval. Comment 7 Sheet 18 Does parking near the recreational area for recreational area? If so, should there be a Handicap Space? Response: The parking is not specific to the recreational area. Civil Engineering • Survey • Land Planning • Landscape Architecture Site Security Consulting 9 GIS Frederick County Dept. of Plar & Development Southern Hills Phase II: Subdivi—on Design Plan Review June 23, 2010 Page 2 of 3 Comment 8 Sheet 18 Why not connect the sidewalk with the trail? Response: The sidewalk has been connected to the trail. Please see note indicating design of the trail and its location are not part of this plan design and are subject to field change as necessary. Comment 9 Sheet 20 (Proffer #7) Add note that the future maintenance+ of the cemetery to be maintained by Ewing Family. Response: Note has been added as requested. Comment 10 Sheet 16-20 Note all open space and acreage. Response: Open space and acreage have been added as requested. A key has been provided on sheet 6A Comment 11 Sheet 16-20 It appears that some of the stairways and stoops encroach upon the front BRL. Confirm that these encroachments are meeting the 1/3 rule of ordinance. Response: The stairways and stoops have been verified and revised where necessary. Only those that comprise less that 1/3 the length of the building are encroaching by 3' as permitted be ordinance. Comment 12 Sheet 16-20 Recommend providing HC striping at all intersections. Response: HC striping was removed from the VDOT intersections at direction form VDOT. In order to provide consistency throughout the development the client wishes to defer on this comment. Comment 13 Sheet 16-20 Provide all right-of-way widths. Response: Right of way widths have been provided where missing as. requested. Comment 14 Sheet 16-20 Is it necessary to provide certain curb and gutters around parking areas? It could cause safety issues with blind spots and you could provide more parking. Response: Curb and gutters where indicated are for landscaping purposes. Comment 15 Sheet 16-20 Provide stop signs at necessary intersections. Response: Stop signs are shown at all intersections Comment 16 Sheet 45 Suggest landscaping at turnabout. Response: Comment noted. Client will take under advisement during construction. Comment 17 Sheet 45 Suggest tree planting to help screen from pond. Response: Trees provided in area requested. Comment 18 Sheet 45 Are the trees planted in buffer area counted toward the buffer requirements or lot trees? Please clarify. Frederick County Dept. of fining & Development Southern Hills Phase II: Supdivision Design Plan Review June 23, 2010 Page 3 of 3 Response: Trees planted in the buffer are counted towards the buffer requirement only. No plantings are counted toward multiple landscaping requirements. Spreadsheets are provided on Sheet 47 for the overall plantings and the individual landscaping. requirements. Comment 19 Sheet 45 Should there be little leaf boxwood planted along the parking spaces on Amberly Court? Response: Plants adjusted to add include recommended plantings although this was not a requirement. Comment 20 Sheet 46 You cannot count cemetery trees as part as unit requirements. Response: Cemetery trees are no longer included in the unit requirements. Comment 21 Sheet 47 Note needs to be added that street trees are to be planted at 2.5 inch caliber. Response: Note added. Comment 22 Sheet 46-47 Required trees should be 90, and it appears that there are only 73 trees; there are a total of 17 trees missing. Response: Trees have been provided to bring Ornamental Landscape Tree count to 90 (excluding cemetery trees). We hope you find that all of your comments have been adequately addressed. Should you have any questions concerning these responses, please feel free to contact us. Sincerely, WILLIAM H. GORDON ASSOCIATES, INC. _ � t Louise Zwicker, PE Senior Associate GAProject\Admin\2499 Southern Hills\0101\Submittals\Comment Response\6-23-10 Frederick Co. P&D Comment Response.doc Page 1 of 3 Louise Zwicker From: Funkhouser, Rhonda [Rhonda.Funkhouser@VDOT.Virginia.gov] on behalf of Smith, Matthew, P.E. [Matthew.Smith@vdot.virginia.gov] Sent: Monday, July 12, 2010 2:11 PM To: Louise Zwicker; Smith, Matthew, P.E. Cc: dmiller@arcadiabuilding.com; Yeatman, Kimberly M.; mcheran@co.frederick.va.us; Ingram, Lloyd; Smith, Matthew, P.E. Subject: Southern Hills, Phase 2 - VDOT Plan Approval This is to acknowledge receipt of your revised plans emailed today for the referenced project. The plans appear satisfactory and are approved. Please advise the developer accordingly. Please provide three (3) hard copies and one CD of PDF's of the approved construction plans with signed seal for VDOT distribution. I offer the following comments: • A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. • Materials used and method of construction shall apply to current observed VDOT Road & Bridge Specifications applicable during construction of this development. • Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department prior to inclusion into the Secondary Road System. • Attached is a copy of the minimum requirements and information needed prior to acceptance of subdivision streets into the Secondary System. This is the responsibility of the developer. • All drainage is to be carried within the right-of-way in ditch lines or gutters along the street to a pipe or drainage easement. • The contractor shall notify VDOT when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for inspections. • The appropriate land use permits shall be obtained before any work is performed on the State's right-of-way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. • Any entrances constructed from the public street(s) shall meet VDOT minimum standards. This is the developer's responsibility. • I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type 21-B Stone. This will greatly reduce the possibility of any pavement settlement. • A copy of any/all RECORDED PLATS of dedication to public use (the County of Frederick ) for drainage easements and right-of-way required for implementation of this proposed project shall be provided for VDOT review prior to issuance of any land use permit. 7/12/2010 Page 2 of 3 Should you need additional information, do not hesitate to call. Matthew B. Smith, P.E. Area Land Use Engineer VDOT - Land Development Clarke, Frederick, Shenandoah & Warren Counties 14031 Old Valley Pike Edinburg, VA 22824 Phone # (540) 984-5615 Fax # (540) 984-5607 From: Louise Zwicker [mailto:LZwicker@whga.com] Sent: Monday, July 12, 2010 1:49 PM To: Smith, Matthew, P.E. Cc: dmiller@arcadiabuilding.com; Yeatman, Kimberly M. Subject: FW: Sheet 22A Matthew, Attached is the sheet showing the roundabout with the revised note indicating stamped concrete (design to be approved by VDOT) is to be used for the WB-50 turning movement. Please forward approval letter as soon as you are able. Also please let me know how many sets are required for final submission for your records. Sincerely Louise Zwicker, P.E. Senior Associate Project Director William H. Gordon Associates, Inc. Civil Engineering I Landscape Architecture I Site Security Consulting I Land Planning I Surveying 301 North Mildred Street, Suite 1, Charles Town, WV 25414 office: 304-725-8456 j cell: 703-201-1846 1 fax: 304-728-0117 CONFIDENTIALITY NOTICE: This e-mail may contain confidential and privileged material for the sole use of the intended recipient(s). Any review, use, distribution or disclosure by others is strictly prohibited. If you have received this communication in error, please notify the sender immediately by e-mail and delete the message and any file attachments from your computer. Information given or attached herewith is provided for informational purposes only. WHGA, Inc. cannot guarantee the accuracy of this data and 7/12/2010 Page 3 of 3 assumes no responsibility for any liability incurred by the recipient from the use of this data. Any information used for engineering or surveying purposes must be verified by a licensed engineer or surveyor and can only be used if written permission is obtained from WHGA, Inc. CONFIDENTIALITY NOTICE: This e-mail may contain confidential and privileged material for the sole use of the intended recipient(s). Any review, use, distribution or disclosure by others is strictly prohibited. If you have received this communication in error, please notify the sender immediately by e-mail and delete the message and any file attachments from your computer. Information given or attached herewith is provided for informational purposes only. WHGA, Inc. cannot guarantee the accuracy of this data and assumes no responsibility for any liability incurred by the recipient from the use of this data. Any information used for engineering or surveying purposes must be verified by a licensed engineer or surveyor and can only be used if written permission is obtained from WHGA, Inc. 7/12/2010 Frederick County Dept. c inning & Development Southern Hills Phase IL Suwdivision Design Plan Review June 23, 2010 Page 2 of 3 Comment 8 Sheet 18 Why not connect the sidewalk with the trail? Response: The sidewalk has been connected to the trail. Please see note Indicating design of the trail and its location are not part of this plan design and are subject to field change as necessary. Comment 9 Sheet 20 (Proffer #7) Add note that the future maintenance of the cemetery to be maintained by Ewing Family. Response: Note has been added as requested. Comment 10 Sheet 16-20 Note all open space and acreage. Response: Open space and acreage have been added as requested. A key has been provided on sheet 6A Comment 11 Sheet 16-20 It appears that some of the stairways and stoops encroach upon the front BRL. Confirm that these encroachments are meeting the 1/3 rule of ordinance. Response: The stairways and stoops have been verified and revised where necessary. Only those that comprise less that 113 the length of the building are encroaching by 3' as permitted be ordinance. Comment 12 Sheet 16-20 Recommend providing HC striping at all intersections. Response: HC striping was removed from the VDOT intersections at direction form VDOT. In order to provide consistency throughout the development the client wishes to defer on this comment. Comment 13 Sheet 16-20 Provide all right-of-way widths. Response: Right of way widths have been provided where missing as requested. Comment 14 Sheet 16-20 Is it necessary to provide certain curb and gutters around parking areas? It could cause safety issues with blind spots and you could provide more parking. Response: Curb and gutters where indicated are for landscaping purposes. Comment 15 Sheet 16-20 Provide stop signs at necessary intersections. Response: Stop signs are shown at all intersections Comment 16 Sheet 45 Suggest landscaping at turnabout. Response: Comment noted. Client will take under advisement during construction. Comment 17 Sheet 45 Suggest tree planting to help screen from pond. Response: Trees provided in area requested. Comment 18 Sheet 45 Are the trees planted in buffer area counted toward the buffer requirements or lot trees? Please clarify. William Portion Associates, Inc. 301 Nu, rh Mildred Street, Suite 1 Charles Town, WV 25414 304-725-8456 Phone 304-728-01 17 Fax July 2, 2010 Dana Johnston Frederick County Dept. of Planning & Development 107 North Kent Street, Suite 202 Winchester, VA 22601 Subject: Southern Hills Phase II: Subdivision Design Plan Review Reference: WHGA Project No: 2499-0101 The following is our response to your comments dated April 2, 2010: Comment 1 Sheet 1 Insert a copy of the approved MDP as sheet 4 as part of the subdivision, and adjust sheet numbering accordingly. Response: A copy of the approved MDP has been added as requested. Sheets 3A and 3B have been added to avoid renumbering all sheets. Comment 2 Sheet 1 Delete the note in the approval block that states site plan valid for 5 years from approval date. This note does not apply for subdivisions. Response: Note has been deleted as requested. Comment 3 Street Names Confirm with GIS (Geographic Information System) and the City of Winchester that street names proposal are approved. Response: GIS approval letter is enclosed Comment 4 Sheet 16 (Proffer #3)(Guard Rails B to C) Please note and provide detail of guardrails. Remember guardrails need to be shown on both sides of Town Run Lane. Response: This proffer has been addressed with the Town Run set of plans. The guard rail has been installed and it is not part of these plans Comment 5 Sheet 16 What does Access Easement serve at the intersection of Ansley and Chancery? Response: The access easement was requested by VDOT to provide additional room for signs including their maintenance if needed. Comment 6 At the roundabout, there is a distance of 110 feet annotated, the MDP shows 150 feet. Verify with VDOT to be sure this distance is adequate. Response: The roundabout was reduced in width at the direction of VDOT. This design width has received VDOT approval. Comment 7 Sheet 18 Does parking near the recreational area for recreational area? If so, should there be a Handicap Space? Response: The parking is not specific to the recreational area. Civil Engineering • Survey • Land Planning • Landscape Architecture Site Security Consulting e GIS Frederick County Dept. c inning & Development Southern Hills Phase II: S...,division Design Plan Review June 23, 2010 Page 3 of 3 Response: Trees planted in the buffer are counted towards the buffer requirement only. No plantings are counted toward multiple landscaping requirements. Spreadsheets are provided on Sheet 47 for the overall plantings and the individual landscaping requirements. Comment 19 Sheet 45 Should there be little leaf boxwood planted along the parking spaces on Amberly Court? Response: Plants adjusted to add include recommended plantings although this was not a requirement. Comment 20 Sheet 46 You cannot count cemetery trees as part as unit requirements. Response: Cemetery trees are no longer included in the unit requirements. Comment 21 Sheet 47 Note needs to be added that street trees are to be planted at 2.5 inch caliber. Response: Note added. Comment 22 Sheet 46-47 Required trees should be 90, and it appears that there are only 73 trees; there are a total of 17 trees missing. Response: Trees have been provided to bring Ornamental Landscape Tree count to 90 (excluding cemetery trees). We hope you find that all of your comments have been adequately addressed. Should you have any questions concerning these responses, please feel free to contact us. Sincerely, WILLIAM H. GORDON ASSOCIATES, INC. Louise Zwicker, PE Senior Associate GAProject\Admin\2499 Southern Hills\0101\Submittals\Comment Response\6-23-10 Frederick Co. P&D Comment Response.doc Request for Street Name Comments Site Plan Review Frederick County Information Technologies, GIS Division Attn: GIS Manager 107 North Kent Street Winchester VA 22601 540-665-5614 The GIS staff will review the proposed street names for this project to ensure that their acceptability into the Frederick County street name system. Please attach one copy of the plan indicating proposed street names. Applicant's Name: AiZCADlra CC-vEIOPMEN C'O�Ut aH +�1 ____, Address: 11 `7 I Jn e T-l-(_ 13H l L el b 2, V F Pt l(z-Gi=_ t_L_v t F , VA 20133 . Phone: C, CI © t� l 0 Name of development and / or description of request: SoL.e Ttf e )e-� H- t L4 ,!]> pt-titSe it Location of property: P-7f15 i (F (ATE 10 i 2 1 —Ibkoo Qzu 1U RDA D N e P RAN-1 M A ; t. L y 1) • 5 f+ 6A ( GE 5 Sot,u-It OfE r F I- 7 - i FAx P I K-E . Date received .BSI LJl/D Date revision received Incomplete? Incomplete? . 0Date first reviewed oZ Reviewed and signed by (� , Date revision reviewed Reviewed and signed by 12 Mark Cheran From: Funkhouser, Rhonda [Rhonda.Funkhouser@VDOT.Virginia.gov] on behalf of Smith, Matthew, P.E. [Matthew.Smith@vdot.virginia.gov] Sent: Monday, July 12, 2010 2:11 PM To: Louise Zwicker; Smith, Matthew, P.E. Cc: dmiller@arcadiabuilding.com; Yeatman, Kimberly M.; Mark Cheran; Ingram, Lloyd; Smith, Matthew, P.E. Subject: Southern Hills, Phase 2 - VDOT Plan Approval This is to acknowledge receipt of your revised plans emailed today for the referenced project. The plans appear satisfactory and are approved. Please advise the developer accordingly. Please provide three (3) hard copies and one CD of PDF's of the approved construction plans with signed seal for VDOT distribution. I offer the following comments: • A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. • Materials used and method of construction shall apply to current observed VDOT Road & Bridge Specifications applicable during construction of this development. • Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department prior to inclusion into the Secondary Road System. • Attached is a copy of the minimum requirements and information needed prior to acceptance of subdivision streets into the Secondary System. This is the responsibility of the developer. • All drainage is to be carried within the right-of-way in ditch lines or gutters along the street to a pipe or drainage easement. • The contractor shall notify VDOT when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for inspections. • The appropriate land use permits shall be obtained before any work is performed on the State's right-of- way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. • Any entrances constructed from the public street(s) shall meet VDOT minimum standards. This is the developer's responsibility. • I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type 21-B Stone. This will greatly reduce the possibility of any pavement settlement. • A copy of any/all RECORDED PLATS of dedication to public use (the County of Frederick) for drainage easements and right-of-way required for implementation of this proposed project shall be provided for VDOT review prior to issuance of any land use permit. Should you need additional information, do not hesitate to call. Matthew B. Smith, P.E. Area Land Use Engineer VDOT - Land Development Clarke, Frederick, Shenandoah & Warren Counties 14031 Old Valley Pike Edinburg, VA 22824 Phone # (540) 984-5615 Fax # (540) 984-5607 From: Louise Zwicker [mailto:LZwicker@whga.com] Sent: Monday, July 12, 2010 1:49 PM To: Smith, Matthew, P.E. Cc: dmiller@arcadiabuilding.com; Yeatman, Kimberly M. Subject: FW: Sheet 22A Matthew, Attached is the sheet showing the roundabout with the revised note indicating stamped concrete (design to be approved by VDOT)is to be used for the WB-50 turning movement. Please forward approval letter as soon as you are able. Also please let me know how many sets are required for final submission for your records. Sincerely Louise Zwicker, P.E. Senior Associate Project Director William H. Gordon Associates, Inc. Civil Engineering I Landscape Architecture I Site Security Consulting I Land Planning I Surveying 301 North Mildred Street, Suite 1, Charles Town, WV 25414 office: 304-725-8456 1 cell: 703-201-1846 1 fax: 304-728-0117 GORDON CONFIDENTIALITY NOTICE: This e-mail may contain confidential and privileged material for the sole use of the intended recipient(s). Any review, use, distribution or disclosure by others is strictly prohibited. If you have received this communication in error, please notify the sender immediately by e-mail and delete the message and any file attachments from your computer. Information given or attached herewith is provided for informational purposes only. WHGA, Inc. cannot guarantee the accuracy of this data and assumes no responsibility for any liability incurred by the recipient from the use of this data. Any information used for engineering or surveying purposes must be verified by a licensed engineer or surveyor and can only be used it written permission is obtained from WHGA, Inc. CONFIDENTIALITY NOTICE: This e-mail may contain confidential and privileged material for the sole use of the intended recipient(s). Any review, use, distribution or disclosure by others is strictly prohibited. If you have received this communication in error, please notify the sender immediately by e-mail and delete the message and any file attachments from your computer. Information given or attached herewith is provided for informational purposes only. WHGA, Inc. cannot guarantee the accuracy of this data and assumes no responsibility for any liability incurred by the recipient from the use of this data. Any information used for engineering or surveying purposes must be verified by a licensed engineer or surveyor and can only be used if written permission is obtained from WHGA, Inc. Meeting Agenda 7-2-10 Frederick County Planning Review comment responses and identify items requiring clarification or further discussion. Comment # 1 Please accept MDP as attachment since this is a scanned copy of an approved plan. 4 Confirm proffer requirement has been met 6 VDOT has approved the roundabout as designed. Approval letter to follow 12 VDOT requested removal of striping at roundabout. Client wished to maintain consistency throughout the development 14 Please confirm islands may remain for landscaping purposes 16 Client may landscape at a later date. Confirm this will not need to be shown on plans G:\Project\Admin\2499 Southern Hills\0101\Government Correspondence\Meeting Agenda Frederick County 7-2-10.doc LM CO RICK Department of Planning and Development C William H. Gordon Associates, Inc. Attention: Louise Zwicker 301 North Mildred Street, Suite 1 Charles Town, WV 25414 RE: Southern Hill Phase Il: Subdivision Design Plan Review Dear Louise: 540/665-5651 FAX: 540/ 665-6395 I have had the opportunity to review the Subdivision Design Plan (SDP) for Phase II of Southern Hills Subdivision Design Plan received by our office on March 12, 2010. Please address the following comments: 1) Sheet 1. Insert a copy of the approved MDP as sheet 4 as part of the subdivision, and adjust sheet numbering accordingly. 2) Sheet 1. Delete the note in the approval block that states site plan valid for 5 years from approval date. This note does not apply for subdivisions. 3) Street Names. Confirm with GIS (Geographic Information System) and the City of Winchester that street names proposed are approved. 4) Sheet 16. (Proffer #3)(Guard Rails B to C) Please note and provide detail of guardrails. Remember guardrails need to be shown on both sides of Town Run Lane. 5) Sheet 16. What does Access Easement serve at the intersection of Ansley and Chancery? 6) Sheet 16. At the roundabout, there is a distance of 110 feet annotated, the MDP shows 150 feet. Verify with VDOT to be sure this distance is adequate. 7) Sheet 18. Does parking near the recreational area for recreational area? If so, should there be a Handicap Space? 8) Sheet 18. Why not connect the sidewalk with the trail? 9) Sheet 20. (Proffer #7) Add note that the future maintenance of the cemetery to be maintained by Ewing Family. 10) Sheet 16-20. Note all open space and acreage. 11) Sheet 16-20. It appears that some of the stairways and stoops encroach upon the front BRL. Confirm that these encroachments are meeting the 1 /3 rule of ordinance. 12) Sheet 16-20. Recommend providing HC striping at all intersections. 13) Sheet 16-20. Provide all right-of-way widths 14) Sheet 16-20. Is it necessary to provide certain curb and gutters around parking areas? It could cause safety issues with blind spots and you could provide more parking. 15) Sheet 16-20. Provide stop signs at necessary intersections. 16) Sheet 45. Suggest landscaping at turnabout. 17) Sheet 45. Suggest tree planting to help screen from pond. 18) Sheet 45. Are the trees planted in buffer area counted toward the buffer requirements or lot trees? Please clarify. 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 Louise Zwicker Re: Southern Hills Phase II April 5, 2010 Page 2 19) Sheet 45. Should there be little leaf boxwood planted along the parking spaces on Amberly Court? 20) Sheet 46. You cannot count cemetery trees as part as unit requirements. 21) Sheet 47. Note needs to be added that street trees are to be planted at 2.5 inch caliber. 22) Sheet 46-47. Required trees should be 90, and it appears that there are only 73 trees; there are a total of 17 trees missing. This application is denied until the issues identified in this letter have been adequately addressed. Please address the above comments and resubmit. For your benefit, I am including a set of marked plans to help you address the above mentioned comments. Please resubmit the marked plans to our office when you respogd ;If you have any questions, please feel free to call me 540-665-5651. i Dana . Johns , CZO Zoning Inspe cc: Arcadia Development Co., c/o Carla E. Coffey, 117 North Bailey Lane, Purcellville, VA 20132 Attachment DMJ/bad APPLICATION AND CHECKLIST SUBDIVISION FREDERICK COUNTY, VIRGINIA Date: 01/57?41equirenient Application # Q/-/0 MDP? Yes No If no, had been waived by the Planning Director? Yes No If MDP requirement has not been waived, fill in the following public bearing dates: Planning Commission: Board of Supervisors: Applicant/Agent: DiA Dt u i Lt'�E'tw1t_-K� C CC, Address: Phone Number: Owner's Name: _ i Address: ,K IIL Phone Number: Please list names of all owners, principals, and/or majority stockholders: Contact Person: CA 12— t_Jk Phone Number: -],;I C: 2 1 NAME OF SUBDIVISION: Number of Lots: Total Acreage: C) 22_ Property Location: AS t C�-?.c,, A &t (P9C)Y I ! t`1 rl 11= t `/ t"t'.5i1- ev1 L L CLi'-fit. fC l ( FA tZ F x tit (Give State Route # and name, distance and direction from intersection) Magisterial District: OC — gktO N� 11I......_- i, 2 Property Identification Number (P.I.N.): r K t1,�1, r 135-- A — 1-� 5' (Parent Tract) Property zoning and present use: !RP 5 i17-FtyT l F-V (�ALn A-CuLL Call u-nt� to L_ Adjoining property zoning and use: z�,( (yCt �_r FAovtt i.-i 1�'es Has a Master Development Plan been submitted for this project? Yes No II' yes, has the final MDP been approved by the Board of Supervisors? �Zyes No What was the Master Development Paan title') ;n P-1./. .......PH el s E: 1J'_.. Does the plat contain any changes from the approved MDP? V Yes No If yes, specify what changes: :�� C, i> Nk;(_nA(�C K C>t' (_iui 5 D '1 )) _. Minimum Tot Size (smallest lot): IC, C) C' S F 1 1 kG� SE P9 1 pC-0 Number and types of housing twits in this development::2E'� I have read the material included in this package and understand what is required by the Frederick County Planning Department. I also understand that all required material will be complete prior to the submission of my site plan. Signature: I ---- Date: 10 _� Willi H. Gordon Associates, Inc. 301 North Mildred Street, Suite 1 Charles Town, WV 25414 304-725-8456 Phone 304-728-0117 Fax February 22, 2010 Virginia Department of Transportation Matthew B. Smith PE 14031 Old Valley Park Edinburg, VA 22824 Subject: Southern Hills Review Comments Reference: WHGA Project No: 2499-0101 The following is our response to your comments received via email on March 4, 2009: Comment 1: On sheet 2, in VDOT General Notes, in note V3, change the section reference from 104.04(c) to 105.14(c), to agree with the 2007 version of the VDOT Road and Bridge Specifications. Response: Section reference has been changed to 105.14(c) as requested. Comment 2: On sheet 2, in VDOT General Notes, please correct the typographical errors in note V22: a. Line 3—'FDETERMINE' and 'TYPW' b. Line 4 — remove 'S' from 'REPORTS' c. Line 6—'SHALLCOMPLY' d. Line 11—'DETERMINBY' e. Line 12—'APPROVIDED' Response: Typographical errors have been corrected as requested. Comment 3: On sheet 3 in the table for 'Typical Section for Undivided Streets with Curb and Gutter', add Westchester Dr. to the note concerning UD-4 under -drain. Response: Westchester Drive has been added to the under -drain note as requested Comment 4: On sheet 3 in the 'Stop Sign and Street Sign Detail', modify the STOP sign detail to show the nearest edge of sign at the minimum one -foot offset from face of curb (MUTCD 2003 Edition, p. 2A-13), and the post a minimum 1.25 feet from the edge of sidewalk with no part of the sign overhanging the sidewalk. As long as there is 3.5 feet between the face of curb and edge of sidewalk, this will allow the STOP sign to be placed in the grass strip. Response: The stop sign detail has been modified to show the minimum offsets as specified. There is 3.5' between the face of curb and the edge of the Civil Engineering . Survey • Land Planning . Landscape Architecture Site Security Consulting . GIS Virginia Department of Transportation Southern Hills-2"d Comment Review December 14, 2009 Page 2 of 9 sidewalk therefore the stop sign is located in the grass strip without overhanging the sidewalk. Comment 5: On sheet 3 in the 'Stop Sign and Street Sign Detail', add a note that STOP lines shall be 24" wide white lines of Type B, Class I (thermoplastic) marking material. Response: Note has been added as requested Comment 6: On sheet 3 in the `Stop sign and Street Sign Detail', modify the Street Sign Detail to show the street sign behind the sidewalk, with no part of the sign panel overhanging the sidewalk. Since the mounting post will in most cases be more than one foot behind the sidewalk and off the roadway ROW, an access easement will be needed. See comment below. Response: The grass strip is 3.5' wide which should be sufficient to accommodate the street signs, however, since the Frederick County Ordinances do not specify dimensions, only square footage, the proposed sign widths are unknown. For this reason the signs have been relocated to behind the sidewalk and an access easement has been added. Comment 7: On sheet 11 at the intersection of Baronherst Drive and Chancery Loop, the spot elevations on all 4 corners of the intersection are labeled as edge of pavement (EP), but the corresponding point locations appear to be top of curb (TC). Which is correct? Response: The spot elevations have been moved to the EP location. Since this is a ramp there is no top of curb. Comment 8: On sheet 11 at the intersection of Baronherst Drive and Chancery Loop, from the contour line at elevation 732, the normal roadway crown appears to flatten out through the intersection. The typical design would be to carry the normal crown through the intersection. This would necessitate a flow line along the right side of Baronherst Drive across the throat of Chancery Loop. Please re- evaluate the pavement drainage through this intersection and adjust accordingly. As noted in the comments below concerning sheet 19, a flow line and warping of the gutter to prevent ponding only applies to the right side of Baronherst at this intersection. Response: The grading has been revised to carry the normal crown through the intersection. Comment 9: On sheet 12 in the cul-de-sac for Baronherst Drive, the spot elevations at 4 locations around the cul-de-sac are labeled as edge of pavement (EP), but the corresponding point locations appear to be top of curb (TC). Which is correct? Civil Engineering • Survey • Land Planning • Landscape Architecture Site Security Consulting GIS Virginia Department of Transportation Southern Hills-2"d Comment Review December 14, 2009 Page 3 of 9 Response: The spot elevations have been moved to the EP location. Since this is a ramp there is no top of curb. Comment 10: On sheets 16-20, relocate the STOP signs to the grass strip between the sidewalk and the curb. As long as there is a grass strip of 3 % feet from face of curb to the sidewalk, there will be sufficient space for posting the STOP sign. The detail on sheet 3 can be modified to show this as noted in the above comment. Note that this is a change from our previous comments and reflects subsequent discussions with the County about sign placement on subdivision streets. Response: The stop signs have been relocated as requested and the detail has been modified. Comment 11: On sheets 16-20, we would recommend an access easement be provided on the quadrant of each intersection where the street name sign is placed. The simplest way to do this would be to connect the two ends of the ROW curve return radius with a chord line. This would provide an accessible space to the County (or VDOT) for posting necessary signs. Response: Access easements have been added to the quadrants for street signs as requested. Comment 12: On sheet 18-20 at the cul-de-sac on Baronherst Dr., relocate the STOP lines on both STOP -controlled entrances to the cul-de-sac so that the STOP lines will be at least 4 feet in advance of the crosswalks. Response: STOP lines have been relocated as requested Comment 13: On sheet 16 at the intersection of Town Run Lane and Baronherst Drive, please show any existing easements for the utilities that run along Town Run Lane, and add a note as follows to the plans: All existing utility easements across the proposed dedicated public roadway ROW will need to be quitclaimed prior to VDOT road acceptance into the State system. Response: Existing easements have been shown as requested Comment 14: On sheet 16 at the intersection of Town Run Lane and Baronherst Drive, add labels for the CG-12C curb ramps on both sides of Baronherst Dr., since the test pit symbols block the plan view of the curb ramps. Response: Labels have been clarified as requested Comment 15: On sheet 16 at the intersection of Town Run Lane and Baronherst Drive, adjust the roadway ROW line so that the entire sidewalk is contained on the Y Civil Engineering • Survey • Land Planning • Landscape Architecture Site Security Consulting GIS Virginia Department of Transportation Southern Hills-2"d Comment Review December 14, 2009 Page 4 of 9 ROW. The simplest way to do this would be to replace the throat curve arc with a chord line. This would also provide ROW for posting signs. Response: ROW has been adjusted to enclose the sidewalk but a chord has not been provided since there is an entry feature of undetermined size which should remain outside the right of way. Comment 16: On sheet 16 at the intersection of Town Run Lane and Baronherst Drive, add the following to the label 'Feather Mill Area': per VDOT detail WP-2. Response: "per VDOT detail WP-2" has been added as requested Comment 17: On sheet 16, relocate the speed limit sign on Baronherst Dr. into the grass strip between curb and sidewalk (as requested above for STOP signs), and move to about station 11+00 (so it won't interfere with intersection sight lines). Response: Speed limit sign has been relocated as requested Comment 18: On sheet 17 at the intersection of Baronherst Drive and Chancery Loop, it turns out after further review of the grading plans on sheet 8, that a flow lines will NOT be needed at this intersection. The note 1 (in triangle) can be removed. Response: Note has been removed Comment 19: On sheet 18 at the intersection of Baronherst Drive and Chancery Loop, it turns out after further review of the grading plans on sheet 11, that a flow line is only needed on the right side of Baronherst Dr at this intersection. The note 1 (in a triangle) can be removed from the left side of Baronherst Dr. Response: Note has been removed Comment 20: On sheet 20 at the intersection of Baronherst Drive and Strathmore Ct., it turns out after further review of the grading plans on sheet 12, that a flow line will not be needed at this intersection. The note 1 (in a triangle) can be removed from the plans. Response: Note has been removed Comment 21: On sheet 22E in the sight line for Strathmore Ct. at Baronherst Dr., we would suggest a minor adjustment of the sight line shown, since there is not very clear guidance on the location of the decision point for entrances on a cul-de- sac. It seems like the decision point should be based on a stopping location before the vehicle actually enters the cul-de-sac. We would suggest locating the decision point at the theoretical face of curb, based on the indicated radius for face of curb around the cul-de-sac. This would move the decision point Civil Engineering • Survey • Land Planning Landscape Architecture Site Security Consulting • GIS Virginia Department of Transportation Southern Hills-2"d Comment Review December 14, 2009 Page 5 of 9 back about 12 feet from the point shown, and may require an additional small sight distance easement at the throat of the cul-de-sac. Response: The sight line has been revisited and drawn per AASHTO recommendations. Comment 22: On sheet 22F for the sake of completeness, please add sight line drawings for the two entrances on the cul-de-sac for Westchester Drive. Again, please use a decision point at the theoretical face of curb. This may or may not require additional small sight distance easements at the throat of the cul-de-sac. Response: The sight line drawings have been added as requested Comment 23: On sheet 25 in the profile for Chancery Loop at about station 27+ 50 to 29+ 00, for waterline crossings of Westchester Dr. cul-de-sac, the waterline must be ductile iron (or steel). Otherwise, the waterlines need to be encased (Chapter 150, Land Use Permit Manual, 24VAC30-150-1450, http: //www. virg i n iadot. org/business/resources/localassitance- lusepermitmanual.pdf ). Response: Waterlines have been encased between station 27 + 50 and 29 + 00 Comment 24: On sheet 22 in the profile for Baronherst Dr., relocate the CD-1 cross drain from station 19+70 to 17+00. Response: Cross drain was placed at station 19+70 at the direction of VDOT in previous comments but it has been moved as requested. Comment 25: On sheet 22 in the profile for Baronherst Dr., relocate the CD-2 cross drain from station 20+79.55 to station 19+70. The cross drain will likely be more effective at the upper end of the cul-de-sac, rather than across the lower end of the cul-de-sac. Response: Cross drain was placed at station 19+70 at the direction of VDOT in previous comments but it has been moved as requested. Comment 26: On sheet 22 in the profile for Baronherst Dr. at station 19+70.28, check the location of the storm pipe crossing. From the plan view, the crossing appears to be at about station 19+65 rather than 19+70. Response: Crossing has been amended on the profile to match the plan view. Comment 27: On sheet 22A, make the following adjustments to the signs and markings for the roundabout. Note that since the 2003 Edition of the MUTCD has very limited treatment of roundabouts, we are also using the proposed MUTCD Civil Engineering • Survey • Land Planning • Landscape Architecture Site Security Consulting GIS Virginia Department of Transportation Southern Hills-2nd Comment Review December 14, 2009 Page 6 of 9 amendments as guidance for the recommended signs and markings (hftp://mutcd.fhwa.dot.gov/resources/proposed—amend/index.htm ): a. An access easement will be needed where any sign is mounted beyond or overhangs the road ROW line. We would suggest a 5-foot wide access easement all the way around the roundabout ROW, extending to the posted No Parking signs. b. Move the yield sign (#1) into the grass strip between the curb and the sidewalk. As long as there is a grass strip of at least 4 feet from face of curb to the sidewalk, there will be sufficient space for posting the yield sign. This provides a minimum 1 foot from face of curb to nearest edge of the sign, and no part of the sign overhanging the sidewalk. c. Use No Parking signs on both sides of Baronherst Drive and Anson Way. We would recommend the use of R7-1, No Parking Any Time, with arrow pointing in the direction of the roundabout, so it will be clear where the no parking restriction begins and ends. Note these signs are mounted at an angle between 30' and 45°, MUTCD (2003 Edition), p. 213-38, http://mutcd.fhwa.dot.gov/pdfs/2003rlr2/pdf index.htm d. Replace sign #2, R4-7A with sign R4-7 for all approaches. e. Delete sign #4, all approaches. f. Add sign R6-4 to Center Island for all approaches. This sign only appears in the proposed MUTCD amendments referenced above. g. Delete hatching in crosswalks for all approaches. VDOT prefers the use of only the 6" wide parallel white lines. h. There should be no painted arrows approaching or within the roundabout. i. Pavement marking C should be 12" width line, 3' long with a 3' space for all approaches. j. Add additional W11-2, sign #5, to each roundabout exit for the cross walks. k. Show all the #5 signs posted at the nearest edge of the crosswalk as shown in Figure 213-27 from the MUTCD, 2003 Edition. I. For all #5 signs, include the supplemental arrow panel W16-7p, MUTCD (2003 Edition), p. 2C-23, which indicates the crosswalk occurs AT the posted location and not in advance of the crosswalk. m. For the street name signs, we would recommend removing all the #3 signs, and using instead the County's standard street name signs mounted on both Baronherst approaches to the roundabout, mounted on the corner opposite from the yield sign. Response: a. All signs for the Roundabout are within the right of way. An access easement was not deemed necessary. b. Yield sign ahs been moved as requested c. No parking signs have been provided on both sides of Baronherst Drive and Anson Way as requested. d. R4-7A has been replaced with 1114-7 as requested Civil Engineering • Survey • Land Planning • Landscape Architecture Site Security Consulting GIS Virginia Department of Transportation Southern Hills-2"d Comment Review December 14, 2009 Page 7 of 9 e. #4 signs have been deleted as requested f. R6-4 sins have been added as requested g. Hatching has been deleted as requested h. Arrows have been removed as requested i. Pavement marking has been amended as requested j. Additional W11-2 sign has been added as requested k. #5 signs have been moved as requested I. W16-7p signs have been added as requested m. County standard street signs have replaced #3 signs as requested Comment 28: As per prior Comment 64(a) in our previous correspondence dated June 12, 2008, provide Auto Turn exhibit for all movements, not just the U-turn, i.e. from Baronherst a) right on Anson, b) left on Anson, c) straight on Baronherst, and d) U-turn, and from Anson e) right on Baronherst, f) left on Baronherst, g) straight on Anson, and h) U-turn. Use of a truck apron (minimum 4' width) in the central island is recommended for truck movements, if necessary. Response: Auto turn exhibits are included with this submission and have already been reviewed. Comment 29: On sheet 22A, as per prior Comment 64(b), all approaches must meet standards, which include Anson Way. Provide properly designed splitter islands; refer to Exhibit 6-26 of the FHWA Roundabouts, an Informational Guide, http://www.tfhrc.gov/safety/00-0676.pdf , publication for guidance. Response: Roundabout has been revised and all approaches meet VDOT standards Comment 30: On sheet 22A, as per prior Comment 64(c), remove all entrances within the functional area of the roundabout (including area of splitter islands); it is not clear what existing "site constraints prohibit" the proper design of the intersection. If you want to discuss options that will not reduce the number of buildable lots, schedule this item for an Engineering Review meeting prior to the next submission. Response: All entrances have been removed from the vicinity of the splitter islands Comment 31: On sheet 22A, as per prior Comment 64(e), on -street parking needs to be prohibited on all approaches, including Anson Way, to ensure the functionality of the roundabout. Response: No parking signs have been provided Comment 32: As noted above, the new MUTCD, scheduled for adoption this year, contains much -improved signing and striping standards for roundabouts. Please plan on utilizing the updated standards. The proposed new text and standards can Civil Engineering • Survey • Land Planning Landscape Architecture Site Security Consulting GIS Virginia Department of Transportation Southern Hills-2"d Comment Review December 14, 2009 Page 8 of 9 be reviewed at: http://mutcd.fhwa.dot.gov/resources/proposed_amend/index.htm Response: All signage improvements shown are per the current manual. Comment 33: On sheet 22A, please clarify if the center island will be concrete or landscaped; if the latter (including grass), a maintenance agreement with VDOT may be required, if regular mowing or landscape care will be performed by the homeowner's association/developer. Response: The center island will be grass and a maintenance agreement will be provided if required. Comment 34: On sheet 16, while we appreciate the effort in keeping the waterline out of the center island, and any air release valves/boxes out of roundabout pavement, would it be possible to move the waterline out of the roundabout pavement entirely? If the waterline could be moved under the grass strip or sidewalk, for example, with a crossing of Baronherst on the approach to the roundabout, future waterline maintenance would be less likely to disrupt traffic flow in the roundabout. See attached sketch. It seems that if any portion of the roundabout pavement has to be closed for maintenance work, it would require a road detour, whereas utility work on the 2-lane approach would allow one - lane flagging. Response: The water line has been placed according to the attached sketch since ' the roundabout has been modified. Comment 35: On sheets 33 and 34, add the following additional Notes: a. All inlet and manhole structures shall use invert shaping per VDOT detail IS-1. b. All drainage structures shall use drainage structure bedding per VDOT detail DSB-1. Response: Notes have been added as requested Comment 36: On sheet 5C and 5D, use the Temporary Traffic Control (TTC) diagrams from the Virginia Work Area Protection Manual (WAPM) dated May 2005, rather than from the MUTCD. The WAPM is on the VDOT website at: http://www.vdot.virginia. gov/business/resources/WAPM-2005- Revised 10_05. pdf Response: The diagrams from the WAPM have replaced the diagrams from the MUTCD as requested Comment 37: On sheets 5-5D, the following VDOT details need to be added or updated as indicated in the table below. VDOT issued an updated edition of the Road and Civil Engineering • Survey • Land Planning Landscape Architecture Site Security Consulting GIS Virginia Department of Transportation Southern Hills-2"d Comment Review December 14, 2009 Page 9 of 9 Bridge Standards in December 2008. Most of the detail sheets have NOT changed from the last previous update, and need not be changed on the plans. There are just a few as noted in the comment letter that have substantial changes or clarifications that should be updated on the plans: Response: The details listed have been updated as requested. We hope you find that all of your comments have been adequately addressed. Should you have any questions in regard to these responses, please feel free to contact us. Please note the reason for delay in response is due to a reduction in the number of lots and subsequent revisions to utilities as a result of increased setback requirements. There are no changes to the VDOT roads that are not in direct response to the comments received March 4, 2009. Sincerely, WILLIAM H. GORDON ASSOCIATES, INC. Louise Zwicker, P.E. Project Director Civil Engineering • Survey • Land Planning Landscape Architecture Site Security Consulting GIS Control number SD09-opal Project Name Southern Hills -Phase 2 Address 301 North Mildred Street, Suite 1 Type Application Subdivision Current Zoning RP Automatic Sprinkler System No Other recommendation Emergency Vehicle Access Inadequate Siamese Location i--F- rlCaraCt, County Fire and Rescue Depar"Uniter9t Office Of tile Fire Nflarsha-1 Plan Revie-um and c. omrnentsz Date received Date reviewed Date Revised 11612009 1/9/2009 Applicant William H. Hordon Associates, Inc. City State Zip Applicant Phone Charles Town WV 25414 304-725-8456 Tax ID Number Fire District Rescue District 85-A-138 11 11 Recommendations Automatic Fire Alarm System No Requirements Hydrant Location Inadequate Roadway/Aisleway Width Adequate Election District Opequon Residential Sprinkler System Yes Fire Lane Required No Special Hazards No Emergency Vehicle Access Comments J l'1 CI{ t31;.1 cri Cl s ffat5 PI n-1 thali 150 feel in k1m.1 il, a filust be. pi civided.:-l.lf gestienl for INS are ill App' ndl X 1) of tlle inlianlatinnal Fire Access Comments Additional Comments /ic!.„CNdinc; to Fr(.-,d :riCk C.OUnty 1_;O('.IE Si:G'i1011 90-11. areas developed lwith 31'to C!Vthi'IIIt1Ci Units I)er I1ydrallt 11111ust be kmithin 300 ie :t of tire- structure- With 3 or rnore dwelling Uni'.z per strUctt.lre there needs to be taro hpdrants'vAthin 300 feet. The dlstanceS are measured by Travel distance along the roadway. Attached are sUCKieslions for hydrant placement. If you have any que—stions, feel Iree to call me Plan Approval Recommended Reviewed By Signature n No J. Neal Title �-— Request For Subdivision Plan Comments Frederick Count} Inspections Department A'lail to: Hand deliver to: Frederick CAlltlty Inspections Department 2"` Floor Attn: Building O17-tei8l 107 North ICent Street 107 North Kent Street Vinchester, Virginia Winchester. Virginia 22601 (540) 665-5650 Please fill OUT the information cis accurately its possible in order to assist the Inspections Department with their review. Please attach one (1) copy of the Subdivision Platt with this Sheet. Applicant's Name: Addiess: Phone Number: Name ol"Develop'/ment and/or description of the request: — -!O. A.e-rn AV��a1B 7 D- Locution or property: - 1 L I Frederick County Inspections D7e irtmetnti's Comments:��,�n, Frederick County Inspections Department use only Date received _ Review Number 4 i (please circic one) Date reviewed _ _ Date approved 11 Revision Required i1 •�.. �: % Signature and Date z4 r Y Please return this form to applicant - :. x —18— Dwellings shall comply with The Virginia Uniform Statewide Building Code and The International Residential 2003 Codes. Duplex units shall be separated per 1RC R317 Engineer Design required on slabs with greater than 8" fill or 24" clean sand/gravel. Lot 1-7, 13, 24-45, 57, 81-90, 158, 167-178,185-196, 201-205, 211-214 Backwater valves shall be installed on all plumbing fixtures, (subject to back sewer), located below the top elevation of the upstream man hole cover. Strathmore Court. Lot 13-22 , 43-46, 57, 66-80 (Chancery Loop), 158-162 Basement Egress shall meet the USBC Section 310.1 Grade shall be sloped away from foundations a min 6" in 10'. COUNTY of FREDERICK Department of Public Works 540/665--W3 FAX- 540/678-06'82 April 8, 2009 Ms. Kristen Ringstaff Director of Engineering William H. Gordon Associates, Inc. 3 01 North Mildred Street, Suite I Charles Town, West Virginia 25414 RE: Southern Hills, Phase 2 — Revised Subdivision Comments Frederick County, Virginia Dear Ms. Ringstaff. We have completed our review of the revised subdivision plan dated December 29, 2009, and all of our previous comments have been addressed. Therefore, we recommend approval of the revised subdivision plan. Sincerely, Y 04e C. Wilder Deputy Director of Public Works JCW/rls cc: Planning and Development file 107 North Kent Street * Winchester, Virginia 22601-5000 C q 3 Sq Zvi►/o Request For Subdivision Phan Comments Frecleddr. County -Winchester Health Department Mail to: Hand deliver to: Frederick -Winchester Health Department *),Id Floor, Suite 200 Attn: Sanitation Engineer 107 North Kent Street 107 N. Kent Street, Suite 200 Winchester, Virginia Mlinchesler, Virginia 22601 (540) 722-3480 Please fill out the information as accurately as possible in order to assist the Frederick — Winchester Health Department with their review. Please attach one (1) copy of the Subdivision Plan with this sheet. Applicant's Name: Address: Phone Number: Name of Developlm1enJjt and/or description of the request: Location of /'t r_ A CP-A IL of k ri Frederick County -Winchester Health Department's Comments: t ,u1f�, &-,,,.devint l.as Objef 4.1n fl+ <� 1 a•4'1 iS n �jal 'L l3'1, ,ft-- w1111 � . Nr "A Frederick County — Winchester Health Department use only Date received Date reviewed Revision Requ Siuttatute and Date Review dumber: 1 2 3 4 5 (please circle one) Date approved ,f ;, * Please return this form to applicant * z x -22- FREDERICK COUNTY SANITATION AUTHORITY SITE PLAN :REVIEW COMMENTS PO Box 1877, Winchester, VA 22604 540.868.1061 Voice 315 Tasker Road, Stephens City, VA 22655 540.868.1429 Fax Project _ 50�7/f!,�R/Y �/LLS —' eQ2 ;F Z Applicant 10 3 rSS0C/� TF_ Alyc' REVIEW STATUS attention !C�t/S /��i'WAA review number 12, correct & resubmit approved as noted number of items to be corrected •�S approved You may submit just cover sheet and the revised sheets. DRAWINGS send me by Yr B of 1. print of sheets/ '—�/ 6,4 , /5_ -22T 3 "' .02 2, two CDs: each disc shall contain the following plan sheets 5x4LE '4,5-- 410tow- a) One CD (containing all of the above noted sheets) shall be in PDF format. Each sheet shall be in its own file and be in landscape orientation. Each file shall be titled with the project name and appropriate sheet number. b) One CD (containing all of the above noted sheets) shall be in DWG format. Each sheet shall be in its own file and each sheet shall be titled with the project name and with the appropriate sheet number. Each sheet shall (1) be in landscape orientation, (2) be without border, (3) be in state plane coordinate system NAD 83, and (4) be compatible with AutoCAD 2006. c) Each of the two CDs shall be labeled with its format and project name, and placed in its own paper CD envelope. EASEMENTS ON 1. need a copy of the recorded onsite at and / or sewer easement(s). Y 0 1 need a copy of the recorded offsite water and / or sewer easement(s). I need a copy of the recorded deed(s) of easement before service will be authorized. OTHER Y & This project also requires DEQ - Valley Region approval. 4111 Early Road, P.O. flay 3000, 1.larrisonburg, VA 77501 (540-574-731 !) Y /6l This project also requires VDI l — Lexington Office approval. 131 11"alkerSt., Lexington, 1,�124450(540-463-7136) Y N) This project has a sewer pump station that FCSA will own. Title to the pump station site shall be granted to the Authority in fee simple absolute. Also, I require (1) a copy of DEQ's Certificate to Construct, (2) a copy of DEQ's Certificate to Operate, and (3) two copies of the station's O & .M. manual. These documents must be received before water meters will be released. Date: 1V4111 a John G. Whitacre - Senior Engineer I I NOV 09 Request for Street Name Comments Subdivision Plan .Review Frederick County Information Technologies, GIS Division Attn: GIS Manager 107 North Kent Street Winchester VA 22601 540-665-5614 The GIS staff will review the proposed street names for this project to ensure that their acceptability into the Frederick County street name system. Please attach one copy of the plan indicating proposed street names. Applicant's Name: A(--Ic,A O i i-\ T)L"-ti E—Lo V-- evl -e�,T C-o Address: Phone: Name of development and / or description of request: _ I 5 PH S(-5 I � Location of property: rZCst =T f L-, t Z � Tr t 6t c: L �-t\S F2C A D rti� tip S Z`f' F� t— 2� Y�/�i(Z v=tu cIc GIS Manager coiruilents: Date received Incomplete? Date first reviewed Date revision reviewed Date revision received Incomplete? Reviewed and signed by Reviewed and signed by I Frederick County Public School O... to ensure all students an excellent education K. Wayne lee, Jr. CZA . Coordinator of Planning and Development . leew@frederick.k12.va.us February 26, 2008 Mr. D. Chad Wallen William H. Gordon Associates, Inc. 301 North Mildred Street, Suite 1 Charles Town, WV 25414 Re: Southern Hills Phase 2 Subdivision Plans Dear Mr. Wallen, Frederick County Public Schools has reviewed the Southern Hills Phase 2 Subdivision Plans submitted to us on January 30, 2008. We offer the following comments: l . The cumulative impact of this project and other projects in various stages of development in southern Frederick County will necessitate future construction of new schools and support facilities to accommodate increased student enrollment. We estimate that the 232 single-family attached units that this development will contain will house 23 high school students, 22 middle school students, and 45 elementary school students. In order to properly serve these 90 students, Frederick County Public Schools will outlay $3,131,000 in capital expenditures and $919,000 annually in operating costs. You will find, enclosed with this letter, a more detailed assessment of the impact of the Southern Hills Phase 2 development on FCPS. 2. Attention to the transportation network and access to school facilities should be a consideration as rezonings, master development plans, and subdivision plans are considered in this general area. Frederick County Public Schools is concerned about all land development applications. Both capital expenditures and annual operating costs are significantly increased by each approved residential development, as is illustrated above and in the attached development assessment. Please feel free to contact me at leew@FrederickAl2.va.us or 540-662-3888 x88249 if you have any questions or comments. Sincerely, K. Wayne ee, Jr., CZA Coordinator of Planning and Development enclosure Cc: Mrs. Patricia'raytor, Superintendent of Schools Mr. Al Omdorff, Assistant Superintendent for Administration 1415 Amherst Street www.6ededcUl2.va.us 540-662-3889 Ext. 88249 P.O. Box 3508 540-6624237 fax Winchester, Virginia 22604-2546 8Op� Project Name: Southern Hills Phase 2 Assessment Date: February 26, 2008 Housing Type Single-family detached Single-family attached Multifamily Totals School Cost Program Capacity Per Student Cost Students Generated by this Development This Development's Impact on FCPS ( Frederick County Public Schools Development Assessment Student Generation Housing Units 232 232 Costs Elementary School Student Generation 0 45 0 45 ital Costs Elementary School Cost (2008 CIP) $19,900,000 750 $26,533 45 $1,194,000 Middle School Student Generation 0 22 0 22 Middle School Cost (2008 CIP) 35,542,000 850 $41,814 22 $920,000 High School Student Generation 0 0 23 High School Cost (2008 CIP) 55,250.000 1250 $44,200 23 $1,017,000 Total Student Generation 0 90 0 90 Total Capital Costs Annual Operational Costs FY 2008 Budgeted Cost Total Student Per Student Generation Annual is Impact on FCPS Operational Costs $10,215 90 $919 School Facilitv Information -08 School Attendance Zone* September 15, 2007 Student Enrollment 2007-08 Program Capacity * - School Attendance Zones are subject to change. Elementary School (Grades K-5) Bass -Hoover 600 662 Middle School (Grades 6-8) Robert E. Aylor 634 850 High School (Grades 9-12) Sherando 1,539 1,400 Request For Subdivision Plan Comments Frederick County Public Schools N111il to: Hand deliver to: Frederick County Public Schools 1415 Amherst Street Attn: School Superintendent Winchester, Virginia 1t115 Amherst Street (540) 662-3888 Winchester, Virginia 22601 Please fill out the information as accurately as possible in order to assist the Frederick County Public Schools with their reviexv. Please .attach one (1) copy of the Subdivision Plan with this sheet. Applicant's Name: Address: Phone Number: W Name of Development and/ordescription of the request: et ,G Mil 1 l/ S a4 'Sfi Number of residences to be built in this development:_ __ _ 2 32 Approximate date first house/residence will be occupied: C)� OC; Estimated completion date of development (build -out): 1 Z Frederick Count' Public Schools use only Date received Date reviewed Revision SlCnature and Date Review Number:02 3 4 5 (please circle one) Date approved 2-Z6-00 2—Z(c-M * * * Please return this form to applicant * * n _27_ I William H. Gordon Associates, Inc. To Frederick County Planning and Development Attn: Mike Ruddy 107 N Kent Street Winchester, VA 22601-5000 540-665-5651 ❑County No./❑Town No. 301 North Mildred Street Suite 1 Charles Town, WV 25414 304-725-8456 (fax) 304-728-0117 Date March 11, 2010 Shipped Via FedEX Plan Name Southern Hills Phase 2 Project No. 2499-0101/Task No. Subject Submission Set From Louise Zwicker, P.E. We are sending you ® Print(s) ® Correspondence(s) ❑Electronic Media ❑ Originals ❑ Submission ❑ 1s` ❑ 2nd ❑ 3rd ❑ Other Copies Date Description 3 3-11-10 Southern Hills Phase 2 Subdivision Plans 1 Fee check in the amount of $24,900 made payable to the Treasurer 1 Copy of approval letters 1 Copy of response to VDOT comments currently processing 1 Copy of request for street name comments - concurrent submission 1 Application and checklist 1 Subdivision design plan checklist These are transmitted U For your use U As requested U For approval Li For review and comment ❑Other Comments Please call if you have any questions Sincerely Louise Zwicker 'f. MAP, 1 2 2010 fr INTERNAL PLAN PROCESSING USE ONLY Proie+fit Name Description Notes: Signature of Receipt Date cc: G:\Project\Admin\2499-0101 Southern Hills\Submittals\Frederick County\1-29-08 Inspection Department.doc Engineers • Surveyors • Land Planners • Landscape Architects lt, i Document Approval Form PLEASE REVIEW THE ATTACHED DOCUMENT. IF THIS DOCUMENT MEETS YOUR APPROVAL PLEASE INITIAL AND PROVIDE THE DATE AND TIME OF YOUR APPROVAL. IF THIS DOCUMENT DOES NOT MEET YOUR APPROVAL PLEASE PROVIDE COMMENTS AS TO WHAT YOU WOULD LIKE TO HAVE COMPLETED. 1011/_\17.•Vinwiry llu1� Candice i Mar ✓�� Dana Eric Mike John COMMENTS: Received by Clerical Staff (Date & Time): Ps C-) 1r U U:\Pam\Common\Document Approval Form.wpd Please note: The Subdivision/MDP plans associated SUBDIVISION #01-10 SOUTHERN HILLS PH 2 with this file are located in the file room. t 0 e uon 224 LOTS 50.2 ACRES APPRIY