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Home My WebLink About007-80 Ash Hollow Estates-Stonewall District - Bd App - BackfilezE6LN6o1-$D SITE PLAN NO. 007-80 Ash Hollow Estates Zoned R-6/10.6 acres Location: Ash Hollow townhouses on the north side of Route 659 in the Stonewall Magisterial District. Adjoining Land Use & Zoning: Single Family Residential Proposed Use: 61 Townhouse units and parking. Review Eva uations: Sanitation Authority - Satisfactory. Va. Dept of Highways and Transportation - Satisfactory. Department of Public Works --.Satisfactory. Department of Inspections - Satisfactory. Zonin - Satisfactory. Planning - Satisfactory, Staff Recommendation: Due to an oversight in the review process of Ash Hollow Estates during May of 1979, the Site Plan was never formally approved by the Planning Commission and the Board of Supervisors. The purpose of this site plan review is to obtain formal approval. The Staff recommends approval. Planning Commission Recommendation: The Planning Commission unanimously recommends approval of this Site Plan to the Board of Supervisors. LEGEND CenterLine of Street — -- - Finished Contour -- Existing contour - - - - - - - - "t Existing WoterMoln — Proposed Water Line /W Gate Valve — VON STD CO-9 s Fire Hydrant — - — � ,ASPwau CURB Water Meter h / Serer Llne (mains 8/ot) ' t Existing Manhole — Clean out — Storm Sewer Property Line Bole Straw Sediment Barrier (fordeto/ls see lb Erosion and Sediment Control Handbook/ - — --�-- 10� Serer Easement -- — — p r0 LORSTR/A:TED FJIOY arR/PPEO TOPSOR. Il EARTR .DPIERSq! 91M ALORI PWPER7 L/RE,� mil•. / AO' "AWL Ou[L/•T %-- —___7 ------- ------ -'- --__-_------- ----—_ -_ 00 D. G. MARTIN e 10.. 66 -� ' .069 rx m Top 615 41 INV6024 - 60161 -1 rmcAL, PA)?xlNs LOT sec7,,vN AV SCALE 74 10266 ACREf TRACT kt 14 -00 6/0 EARTH 0;1 MSZW LB lo'eRA wL wr4 ErY ----- -------- %% % % % X% V It 49 .34 1 fir 39 vj 06 lot 66 6 \\ — , 00 69 60 '4 '.-660 LOT . I ooq-�0 3 t .II NA t �suv r 'xccwe Pwopmrr Lim A7 ,.Or 26 - 30 .iG -- 225 22. /� wr/oce ire BASE DEPTH BY CBR r f TYPICAL STREET SECTION NO SCALE r EARL RAINES S 54 ° 53 42 E � I 1 STD CG-6 T YP DETERMINED 2 327.00' SURFACE TREATM. Prime- 0.30go% RC-250 9 Initial Sea/ - 0.30 poi. CAE- 2 9 . F/nil Seal - 0.30 pal. CAE-2 9 2 (All quantities ore per ----------------- __- __ _ - - --- -- --_�_ _-------- --__ LOr 28' f f t ( 4or 30 LOT 29 4 30 22. SURFACE TREATMENT wrlbte h'e •• Prime - O. 30po/ RC-250 B 25 lbs.'68 stone ln/tial Seal - 0.30 pal. CAE- 2 S 25 lbs -78 atone Flnil Seal - 0.30 gal. CAE-2 B 25 /bs. �8 stone H STD CO-6 T YR (All quontltlos are per square yard.) BASE DEPTH DE TERM/NED BY CBR TE f CAL sTREET SECT/ON NO SCALE O T EARL NA/,YES S 540 394P" E 327.00' ,.GOO :____ p0Y0. R000 LIME - fi -- _-= - -----_-----_- ---- - -" -Gp0 M DOVE ------------ -640 �0------- --1 ��- 6's0 4or 30 1.0T 29 LOr 28 yI, � s• 650'- "� * �•' ::,s •,'tom s i !�, All woW and sanitary sewers iMfaVation and mat a/s shalt conform to Frederick Cotn1y Standards o. All sanitary sewer %feria/. ors 6"Dk.. 'exceat where noted otherwise. All streets, curbs, and storm sewer constructign .loll conform to V/rginio Deportment of Highways Al/ standards shown refer to Va. Dept of Hghways and Transportofion, Rood Design ovd Sh �oo9•a °" Existing monkle fops fo be raised to conforn to finished grade of site t` panting lots to receive 6 crushed stone'boa and surfoce'treotment of prime and doubdi `86 { ROAD width 60` • ' l 1 95 % compaction required on port/no Ids and al, structural fills. Ilk dr.4J.0_,_'A:' 4C 007-90 -5 ��, �, ': •.- ..�,..... ..,� ;_.�� - r yew+ KI � -- ':�► � 1 is 1 11 •� •\` -� � .MI' T. `�` \ 1 \. Vi h 666 ` �3 Pt " 1, - _za' 00� 4 ` - T,►• o \ e js' • LOT 22 00 LOT 2/ LOT 20 •, y Off � J/ `�! - 7 7- a� wohrrand sanitary :ewers irTSAsOhlion orismarrio/s shotl conform to `ve iYBrick CouTly Standards and BOCA Code. �T A// sanitary sower loteriata are 6"Dlo;;Ikcep where noted alherw eb , • ,� r66s' streets, curbs, oneSIOPm sewor coostr-An Aa// conform to V/rginia Deportment of Highways and Transportation standards. r All standards shown refer to Va.. Dept I f Hghwnyo and Transportation, Road Design and Standards, 197B. ho ErisNng manhole tops to be rolled to Can/om to Rnianed grade of site � •� - eY "king lots to receive 6 crusAed ston*�asi and surfaoe'troolment of prime and doubts seal. , .. EW. H AD width 60' % compaction required on pant/ng OV aqd of structural fi//s. { + VA A, depylTllf r .. � .. ��. r• '+fit . ., ft •iAil•C.ilf�bT'+C'S .:.w�q��--�'. __-�".. ... ._-s-...:.....X'. v - .. �.. 'd' .e. ., - .c. 1' :..YiJ ... .. dE. ..,..... GO 90 ` (2 N::%•''� ter: .- ." ... - ,. 6... � .. - � . - . .. .. .- f.T 1 \ bar �00 59 60 i1 1 I 1 LOT LOT 26 .1 ',660 _ • 1 ' _ ,; ' � ;'. O LOTS � I/I,3I0.00 a/. /I �•O ro PNRA'/Rd LO fJ • St,I00., Z,1,J - a. - f. � SrRQ fS • 60, 160.Q0 >0• I O lJ• TOTAL • "r, 400. 00 M II. Al "Cox. G 2 14 ✓DC!/R T O /rv. ~ . • ? X 6 CONCRETE FLUME �� • i TYP/CAL SECTION I NOSCALE 6060 � =• • "'ice -•!n � Cop4.7 ��` Mlll so so PARiaN6 SAOCE TYP/CAL ROBrE B59 ,, w My SCALE WArER R P _..'� r. t _ L 7RV•� A LOuf10M C 3, t,a AO P�, 'i • t, 1 . - two to .+ - 4 r y7 -_--� ---w- _ 40 tO r 29 tOr 28 1 '\F ROUTE 7 i4 WINCH S rER • i a °3 "9r 6•J f\I 9 LOCATION MAP x41 /'.lYIDD' :DH STD CG2 CURBING or . /rR';• FINAI: SITE PLAN 4 PROVED �J �ME • � /� l 1 7-7 A S/TE PLAN t. - ASH HOLLOW ESTATES y� STONEIYAL L D/STR/CT, FREDER/CK COUNTY, V/RG/N/A 4� �ME- �� G SCALE /'=40' FEBRUARY /4, /979 ,iFIeare No. > ,a EX/ST/N6 CONTOUR /NTERVAL 2' 11.3 (a)965 PROPOSED CONTOUR /NTERVAL /' 17.3 (D)162 c PREPARED BY. - LAN ` BREENWAY ENG/NEERpW Q SURVEY/Ng CO. INC. P- 0. BOX dw W/NCHESTER, 4V/RG/N/A I) REVISED AZa /D /979 / 7 ' RENSE6 YAYM /979 / 1KXK// µl, '�t RECEIVED MAY ; ; 1Q79 ti:.LI►:.�:�:1 !t. R•�v.t� � Lzer!c. 007107.iiHA L. STS?!V mZo,,. oG Aw-imisr1wrOR m e in o r a n d u n TO: Department of Highways & Transportation &-lT N R_ C_ King Department of Public Works AMN Stan Pang?.e: Sanitation Authority _[lend Jones -- -- -- s s?i M% FR01: J. o. Renalds, III, Subdivision Administrator Date May I, 1979 SUBJECT: Review comments on . Conditional Use. Per -aft Sind% sion Rezoning Xx S1t a P =-- Ile are reviewing the enclosed request by Ash Hollow Esta`es or their representative' Harry Hicks reviewthe attached and return ;our cort-unents to May 15, 1979 Please return your com*nents to Dorothea L. Stefe_n, Zoning Ad:-^.inistrator This space s':;o.;' ' be usa` for reviec-i co- -:ants: Central water and sewer is available to the proFosed de:reiop :�;.>nt. The water lines proposed are not entirely acceptable as additional fire _protection will be required` _This -change will be handled administrative-1v bv the Authorlty. May 10, 1979 H. RONALD BEnG PLANNINfi DinscroN U'J;?07iicA %.. $TEFSN ADMINISTRATOR '10 : Oryarfi2ient of i.Itt mil? ., m e In o r a n d u ri P. O. i3-lx •'Cf Department of Highways & Transportation ATTNN R. C. Ring Department of Public Works ATTi; _Stan Pangl!�__ Sanitation Authority_ _—_ _ r�iT:_ —Wendy Jones --------------- - ATT LNC FRUIr1 ; J. O. Renalds, III, Subdivision Administrator Pate May 1, 1979 SUBJECT: Review comments o: Suhdiv:isiou Rezoning xx Site Plan Ile are reviewing the ezciosed reqIiest by Ash Hollow Estates or their representative Harry Hicks Will yoj review the attached and return your coiam(2-ats to by May 15, 1979 Please return your comments to Dorothea L. Stefen, Zoning Administrator ------------------------------------------------------------------ This space should be used for raview corn,-, ni--s: JA,l S r��cric.t (fouitii, ik}z r'in 11 of jilf (-1.11 it i I In U,"t H. RONALr) BERG %M:41w. DIRECTOR 9 Cou3r S.4uAR8 Zo;al;vc ADMINI5TnivroR Ill e m o r a n d It m li:_:Gr!L:S:Li2. Vrnci,s,A �23OF TO: Department of Highways & Transportation , ATTN:R. C_ King Department of Public Works , ATTN Stan Pangle _-Sanitation Authority .4TT:= Wen 4Y Jaanes ATTN FRM- J. O. Renalds, III, County Administrator Date April 27; 1979 SUBJECT: Review comments on Conditional Use Perait xx Subd_Lvisioa Rezoning Site Plan We are reviewing the enclosed request by Ash Hollow Estates or their representative Harry L. Hicks -_- Wi 13 yc.c p.lrace review the attached and return your comments to ma by as soon as possible _+ Please return comments to Dorothea L. Stefen, Zoning Administrator This ,space should be used for review comments: Sit uature: . �re�erirft fLouLtt� bipar#men# of IdIttnning allb pef durp tteld H. RONALD BERG PLANNING DIR[CTOR P. O. Box 601 DOROTHEA L.. STEFEN 9 COURT SQUARE ZONING ADMINISTRATOR M e m o r a n d u m WINCHESTER. VIRGINIA 22601 January 9, 1979 T0: Frederick County Sanitation Authority ATTN Wellington Jones Va. Dept. of Highways and Transportation , ATTN Reginald C. King Dept. of Public Works ATTN Stan Pangle Dept. of Inspections , A=1 Carroll Brown Dept. of Planning and Development , ATTN H. Ronald Berg FROM : Dorothea L. Stefen, Zoning Administrator Date January 9, 1979 SUBJECT: Review comments on Conditional Use Permit Subdivision Rezoning xxx Site Plan We are reviewing the enclosed request by Ash Hollow Estates or their representative Bruce Edens (662-4185) Will you please review the attached and return your comments to me by January 30, 1979 This space should be used for review comments: .'';' l //C /" C Cb :tio of y. -State right Signature z L'if Date J-146a 751 703/662-4332 - R E C E- I -V E- D) 'J. .., 2 ��. _,, 1079 .�reberick Txuntg jJETiir#men# of flanitittg anbefzelapttietit H. RONALD BERG _ PLANNING DIRQGTOR P. O. Box sot DOROTHEA L. STEFEN 9 COURT SQUARE ZONING ADMINISTRATOR m e m o r a n d u m WINCHESTER. VIRGINIA 22601 January 9, 1979 TO: Frederick County Sanitation Authority ATTN Wellington Jones Va. Dept. of Highways and Transportation , ATTN Reginald C. King Dept. of Public Works ATTN Stan Pangle Dept. of Inspections ATTP: Carroll Brown_ Dept. of Planning and Development , ATTN H. Ronald Berg FROM: Dorothea L. Stefen, Zoning Administrator Date January 9, 1979 SUBJECT: Review comments on Conditional Use Permit Rezoning Subdivision xxx Site Plan We are reviewing the enclosed request by Ash Hollow Estates or their representative Bruce Edens (662-4185) Will you please review the attached and return your comments to me by January 30, 1979 This space should be used for review comments: q Signature l Date I ;` 7 703/662-4532 H. RONALD BERG PLANNING DIRtGTOR DOROTHEA L. STEFEN ,ZONING ADMINISTRATOR TO: .Areberirh (CmintU Department of INaIIitittg 'titrb pebelapIttett# m e m o r a n d u m January 9, 1979 P. O. BOX 601 9 COURT SQUARE WINGHESTER, VIRGMIA 22601 Frederick County Sanitation Authority ATTN Wellington Jones ✓ Va. Dept. of Highways and Transportation , ATTN Reginald C. King Dept. of Public Works , ATTN Stan Pangle Dept. of Inspections , ATTP7 Carroll Brown Dept. of Planning and Development , ATTN H. Ronald Berg FROM : Dorothea L. Stefen, Zoning Administrator Date January 9, 1979 SUBJECT: Review comments on Conditional Use Permit Subdivision Rezoning xxx Site Plan We are reviewing the enclosed request by Ash Hollow Estates or their representative Bruce Edens (662-4185) Will you please review the attached and return your comments to me by January 30, 1979 ------------------------------------------------------------------- This space should be used for review comments: Central water and sewer is available to the proposed development The lines proposed are not entirely acceptable as additional fire protection will be required. This will change line sizes and require more hydrants. These changes will be made administratively by the Authority. The final plat will have to show easements for the maintenance, operation, repair and replacement of the lines. Signature _ Date January 18, 1979 703/662-4---32 .,�•.. f �„,_y �, �:.� DRAINAGE REPORT ASH HOLLOW ESTATES April 3, 1979 All data and formulas from V.D.H Drainage Manual Drainage to Area (1) (Parking to Lots 1-8) Area A C CA Parking Lot 0.15 Ac. 0.9 0.14 Roof 0.06 Ac. 0.9 0.05 Grass 0.09 0.25 0.02 i CA = 0.21 Q = i CA i i = From Washington D.C. Chart Appendix B P. 74 Q2 = (.21) (3.5) = 0.74 cfs OK 2' x 6 " Channel Q/L = 0.37 L = 0.5 H/h = .55 H = 0.28' Drainage to Area (2) (Parking to Lots 9-16) Area A C CA Parking Lot 0.15 Ac. 0.9 0.14 Roof 0.06 Ac. 0.9 0.05 Grass 0.10 0.25 0.03 ICA = 0.22 Q Z = 2 CA i, (0.22) (3.5) = 0.8 cfs OK 2' x 6" Channel Q/L = 0.4 h = 0.5' H/h = 0.58 H = 0.29 Drainage to Area (3) (Modified DI-3A) Area A From 12" CMP 2.3 Ac. Lots 25, 26, 27 1.72 Ac. Roof of Townhouses 0.16 Ac. Grass 0.53 Ac. Road 0.14 Tc - 500' overland flow @ 3.0% over average i2 = 3.05 iio = 4.5 rains Q,o = iCAi,o (1.48 + 0.13 + 0.21) (4.5) _ (1.82) (4.5) = 8.2 cfs C CA 0.3 o.69 0.3 0.52 0.9 0.14 0.25 0.13 1.48 0.9 0.13 grass = 20 mins from OFC I 24"CMP Q=8.2cfs Hw 1.48 ft. Curb Inlet ,QZ = (0.13 + 0.21) (3.05) = 1.2 cfs Modified DI - 3A -------------------------- Curb Inlet From Chart 1072.8 S = 0.02 Y = 0.23 L/La = 0.3 Q/Qa = 45 Drop Inlet From Chart Appendix B p. 106 Hw/D = 0.74 Chart 5 Drop Inlet QZ = (1.48) (3.05) = 4.5 cfs Qa/La = 0.15 La = 8 Intercepts 0.5 cfs Carry over 0.7 cfs Q = 4.5 n = 0.015 S = 0.02 d = 0.3 5' Qn = 0.068 Vn = 0.09 V = 6 Ft. Per Sec. Since depth in channel is less than opening.Drop Inlet will carry the run off. Drainage to Area (4) (DI - 3B) Area A C CA Pavement 0.469 0.9 0.422 Lots 21 & 22 1.4.8 0.35 0.402 Roofs 0.09 0.90 0.081 Grass Slopes 0.606 0.25 0.152 1.06 Tc = 20 mins i2 = 3.05 io 4.5 Qro =FAC i,o = (1.06 + 0.21 + 1.82) 4.5 (3.09) 4.5 = 13.9 cfs 24" CMP Chart 5 Q = 14 Hw/D = 1.05 Hw = 2.11 Curb Inlet Q2 = FACT = (1.o6 + 0.21) 3.05 = (1.27) (3.05) = 3.9 cfs + 0.7 (carry over) = 1�,6 cfs Q10 = 1.? 1 r 4-6 DI - 3B L= 10 QA=0.46 h=5.5"/ H/h=0.7 H=0.321 Spread = 9.2' In 11 S4j D (- Z. 0 P Pc S /ST4 --% !� 5+y'*,e-t j 1 '' P PC- Cennecty l�* Drainage to Area (5) (Parking Lots -f-o 01-�g for Lot 3 9-60 L= i6l Area A C CA Paving 0.44 0.9 0.40 Roofs 0.12 0.9 0.11 Grass Slopes 0.36 0.25 0.09 0.60 Q2 = YCAi2 = (0.60) (3.5) = 2.1 2; x 6" Channel Q/L = 1 h = 0.5 H/h = 1 H = 0.50t Drainage to Area (6) (Parking Lot 17-24) Area A C CA Paving 0.20 0.9 0.18 Roofs o.o6 0.9 0.05 Grass Slopes 0.214 0.25 0.05 0.28 Q2 = FCAi2 = (0.28) (3.5) = 1 cfs 2' x 6" Channel Q/L = 0.5 h = 0.5' H/h = o.67 H = 0.331 From Chart 1073.03 r- Drainage to Area (7) (Parking to 25 - 38) Area A C CA Paving 0.29 0.9 0.26 Roofs 0.05 0.9 0.05 Grass Slopes 0.28 0.25 0.07 0.38 Q z = TICAi = (0.38) (3.5) = 1.3 cfs 21 x 6" Channel Q/L = 0.66 H = 0.5' H/h = 0.81 H = 0.41' From CHart, 1073.03 e e c ra I m v r Q C LL cc ? C 0 �- ccc7 z z C) o U - Z 07 cr u L � F-2 U ccQO o CE.Y ecc LL1 ~ LL L N H u v pf)O QQui c_ 9 _ rr- cL o'a a E 7 W E U L� u x 3 �° ❑ ❑ '* 4 BARS ASTM A-615 I; 8ga. 8" 0. C. or .277 DIA. WIRE LONGIT UDINALS . 5 ga. 3" 0. C. or � .227 DIA. WIRE MAX. SPACING 6" O.C. r 1.t 2 . 58' 0, •p.-. a. D ,42• 4. .4 2' � I Cr J 1 =ITu 3 BARS ASTM A-615 SECTION A -A DI-1 DROP INLET 30 x 30 HEAVY DUTY GRATE & COLLAR 50' SEE NOTE 3 MIN. DIM. 50' r ALTERNATE JOINT DETAIL NOTES: 1. REFER TO CONTRACT DOCUMENTS FOR PIPE ANGLES & ELEVATIONS. 2. OPENINGS VARY TO RECEIVE PIPE SIZES FROM 4" MIN. TO 27" MAX. 3. MIN. DIM. TO CONFORM TO INVERT & PIPE SIZE. 4. THIS STRUCTURE MEETS ASTM - C478. 5. 3" DIA WEEP HOLE WILL BE PROVIDED WHERE SUBSURFACE DRAINAGE IS REQUIRED. DRAWING NO. SC P - 13 alem 1-24-77 oncrete 2000 INDUSTRIAL DRIVE P. 0, BOX 548 roducts, Inc. SALEM. VIRGINIA 24153 v1 n m C t to w o z E o � o O Q CO a:y .� _ o Q C n '> cc(7 N U o 2 CL Y o - Q D E 0 N A 7 E u- N d L O C1 a L ia cc L S in o E m N � :1J E 0 r > C E v " v w Cc u CC :'��❑ cc MORTAR MEDIAN DROP INLET 3 x 8 - 5/B WIRE 4.00'DIA-MESH OR .277 DIA. _ WIRE MAX. SPACING 6" c. - c. ASTM A-82 3 x 8-3Y217 WIRE 5.00 DIA-MESH OR 277 DIA. WIRE MAX. SPACING 4" c.- c. ASTM A-62. Dl -7A -7B IM, 33AX. 42 4.00' OR 5 00 2 OOOMAX. A. 3/4'x 3 DEEP OPENINGS POR DOWEL RODS 12 O. C. j ALTERNATE JOINT DETAIL 42, 4.00 MAX. SEE NOTE 3 MIN. DIM. .51 'L_3 BARS ASTM A -615 SECTION A -A NOTES: I - REFER TO CONTRACT DOCUMENTS FOR PIPE ANGLES 8 ELEVATIONS. 2 OPENINGS VARY TO RECEIVE PIPE SIZES TO 42"CMP. 3-MIN. DIM. TO CONFORM TO INVERT & PIPE SIZE. 4. THIS STRUCTURE MEETS ASTM C -478. 5. 3' DIA. WEEP HOLE WILL BE PROVIDED WHERE SUBSURFACE DRAINAGE REQUIRED, alem oncrete roducts, Inc. 2000 INDUSTRIAL DRIVE P O BOX 348 SALEM. VIRGINIA 24153 DRAWING NO. SC P _ 1 4 7114176 LA 4. 83 8 ga. - 8"c.-c. or •277 DIA. WIRE LONGITUDINALS TY R a ALTERNATE JOINT DETAIL 21/2 x 21/2� x 1/4" GALV. ANGLE STD. DI-2 FRAME & GRATE J I ` 4.83� �1 ;3 BARS 2.00' I _ 1.3 3' .G7' .33 \ DOWELS , •� �59 1.92� 92 .63 1 v 1.12' Q. 1.4 2 .50 p4 BARS 33� .3 3' a — — — — — — 4 00 ° SECTION A— A o. DI-2 & DI —2A NOTE alem oncrete 2.000INDUSTRIAL DRIVE P. o. Box 548 roducts, Inc. SALEM. VIRGINIA 24153 3 DIA WEEP HOLE WILL BE PROVIDED WHERE SUB- SURFACE DRAfNAGE REQUfRE DRAWING NO. SIC P 21 A 5/4/7 9 HAROLD C. KING, COMMISSIONER LEONARD R. HALL, BRISTOL. BRISTOL DISTRICT HORACE G. F RALIN, ROANOKE,SALEM DISTRICT THOMAS R. GLASS, LYNCHBURG, LYNCHBURG DISTRICT MORRILL M. CROWE, RICHMOND, RICHMOND DISTRICT WILLIAM T. ROOS. YORKTOWN, .SUFFOLK DISTRICT WILLIAM T. ROBINSON. WEST POINT, FREDE'RICK.SBURG DISTRICT WILLIAM B. WRENCH, SPRINGFIELD, CULPEPER DISTRICT ROBERT S. LANDES. STAUNTON.STAUNTON DISTRICT T. RAY HASSELL, III, CHESAPEAKE, AT LARGE -URBAN CHAR LES S. HOOPE R , JR., C R E WE . A T LARGE -RURAL LEO E. BUSSER, III ''.;• DEPUTY COMMISSIONER & CHIEF ENGINEER T. ASHBY NEWBY y� DIRECTOR OF ADMINISTRATION 4 <� J. M. WRAY, JR. DIRECTOR OF OPERATIONS H. R. PER KINSON, JR, DIRECTOR OF PROGRAM MANAGEMENT W. L.BRITTLE, JR. COMMONWEALTH of VIRGINIA O DIRECTOR F ENGINEERING OSCARK MABRY DIRECTOR OF PLANNING DEPARTMENT OF HIGHWAYS & TRANSPORTATION 1221 EAST BROAD STREET N REPLY PLEASE REFER TO RICHMOND,23219 P. 0, Box 443 May 17, 1979 Winchester, Va. 22601 Re: Ash Hollow Estates Town house Development Frederick County Ms. Dorothea L. Stefen Frederick County Zoning Administrator 9 Court Square Winchester, Va. 22601 Dear Ms. Stefen: We are returning one copy of the plans and contour sheet for the pro- posed Ash Hollow Townhouses which has been reviewed by our District Design Section. Only the main entrance street and cul-de-sac can be considered for State maintenance, and only if there are three (3) or more owners of these houses. If the townhouses are all owned by one person this would be considered a private road and could not be maintained with public funds. Our review of the drainage indicates a curb inlet st'd D1-2 is re- quired in the sag left of station 13 + 00 with a 15" pipe connection to the proposed D1-3B on the opposite side of the street. Additional large rip rap is recommended at the outlet end of the 24" outfall pipe due to the steep grade and velocity on the pipe. Two drainage easements will be required; a 20' width easement at the outfall to the property line where it appears to be well defined to the stream and 10' easement between the 12" pipe under Route 659 and modified D1-3A inlet opposite approximate station 12 + 70. If there are any questions, please advise. RCK/ jag Copy: Mr. W. F. McCormick Mr. F. 0. Gallaham Sincerely yours, John W. Chiles, Jr. Resident Engineer B R. C. Kin y Asst. Resident ngineer TRANSPORTATION - AMERICA'S LIFELINES �rQ�Prix�: (roixn#� E x#zttQn# of Panning attb P 6-clap ImIlt P. O. BOX 601 9 COURT SQUARE JOHN RtLEY WINCHESTER. VIRGINIA 222601 PLANNING DIRECTOR May 8, 1980 Mr. H. Hicks c/o Battletown Realty 1110 Berryville Avenue Winchester, Virginia 22601 Dear Mr. Hicks: Please be advised that your Ash Hollow Estates Site Plan has been placed on the Agenda for consideration by the Frederick County Bard of Supervisors at their meeting scheduled for May 14 The meeting will begin at 7:00 p.m. and will be held in the Board of Supervisors Meeting Room, 9 Court Square, Winchester, Virginia. JRR -bjs Sincerely, J n R. Riley, D'rector 703/662-4532 ,�t'Ei�ErIL�t �vnntg Drpar#mEn# of Tlttnnins anb pebElnpmEn# DIRECTOR JOHN T. P. HORNE September 22, 1981 Dawson Riggleman, Jr. Commercial & Savings Bank P.O. Box 2660 Winchester, Virginia 22601 Dear Mr. Riggleman: P. O. Box 601 9 COURT SQUARE WINCHESTER, VIRGINIA 22601 Pursuant to our telephone conversation of September 21, I am enclosing specifications for the final seeding and stabilization work that needs to be done at Ash Hollow Estates. This office has two main areas of concern at this site, both of which can be addressed with very little difficulty if prompt action is taken. The first areas which need to be addressed are the common areas adjacent to occupied units and adjacent to parking lot areas. The specific areas which need to be reseeded are the area to the east of Unit 17, the area south of Unit 38, the area south of Unit 25, the area north of Unit 16, and the area north of Unit 8. These areas are relatively flat and could be used for relatively active recreation areas if adequate seeding is done. In these areas, the :Hain action that needs to be taken is a general reinforcement of the grass that is already grown. I would suggest that the areas be mowed down to a very low level and a combination of Kentucky Blue Grass and Tall Fescue be seeded. Once this seeding has taken place, there is a need for a full cover of hay mulch to be placed on these areas to stabilize the seed and allow the grass to establish itself. The other major area of concern are the sloped areas. These areas, specifically between Units 31 thru 38 and Units 39 thru 46 are low maintenance areas which will not be used for active recreation. Since they are fundamentally a different type of open space than the areas mentioned above, the main need in these areas is for a hardy ground cover to be established. On the relatively less steeped areas, this cover has been established and is working well. The main area that needs to be addressed is the area near the north end of the property, north of the rip -rap erosion control trap. In this area, the seed did not hold and the area has been taken over by weeds. In this area, there is again the need for a very close mowing along with preparation with a tractor and rake. Once this is done, the area can be seeded with a low maintenance mixture of Tall Fescue and rye grass. Again, the area must be fully mulched with hay mulch. 703/662-4532 Page Two Ash Hollow Estates It is anticipated that the cost of $1,000. This estimate, however, is exceed the figure given. I do feel preparation of the site and many of hand. this operation should not exceed an approximation and cost may that much work has been done in these operations can be done by It is the position of this office that all common areas must be constructed in a manner which will make it possible for the Home Owners Association to maintain those areas. In the absence of this• construction, it will be impossible for this office to grant occupancy of any further units on the site until the work is done. If this work is completed in a satisfactory manner, this office is prepared to grant final occupancy to all units which are now occupied on this site and to proceed with temporary occupancy on the newer units when needed. Any further stabilization efforts in conjuntion with the occupation of the newer units will be addressed at that time, but we feel that the work mentioned above will complete a major portion of the site preparation work that needs to be done at Ash Hollow Estates. I realize that it is in the best interest of this office, the residents of Ash Hollow Estates, and C & S Bank that the new units at Ash Hollow Estates be marketed. This office will work with you in any way possible to assist in the continuing success of this project. If you have any questions, please contact this office. Sincerely, John T. P. Horne b,L, ector JTPH/rsa �reberirk (fernn#u ,Prpar#men# of 1Ittnning anb p6eloymen# DIRECTOR JOHN T. P. HORNE March 25, 1982 Donald Bush Commercial & Savings Bank P.O. Box 2660 Winchester, Virginia 22601 Dear Mr. Bush: P. O. Box 601 9 COURT SQUARE WINCHESTER, VIRGINIA 22601 On September 22, 1981, I sent a letter to Dawson Riggleman, Jr. of the C & S Bank stating this department's position concerning remaining work to be done at Ash Hollow Estates. In that letter I stated that our department was concerned with finishing the seeding and stabilization of various areas within the development. In lieu of again stating what areas are of particular concern to this office, I am enclosing a copy of that letter. As you can see, it specifies very directly the areas which need to be reseeded and stabilized and does emphasize that this department will not grant the occupancy of any further units either on a temporary or final basis until this work is completed. I will be in contact with First Federal Savings & Loan as the other property owner of vacant units in the development and I hope we can set up an agreement whereby this work can be completed and both C & S Bank and First Federal can proceed to market the remaining units in the development. If you have any questions concerning this letter or the contents of the letter to Mr. Riggleman, please do not hesitate to contact me. As soon as I have contacted First Federal, I will be in touch with both of you. Sincerely, ?hn�eT. P. Horne Director JTPH/rsa Enclosure 703/662-4532 133 WEST BOSCAWEN STREET WINCHESTER. VIROINIA 22601 THOMAS J. CHASLER ATTORNEY AT I.AW March 30, 1982 Mr. John Horne Director of Planning Frederick County 9 Court Square Winchester, Virginia 22601 Dear Mr. Horne: RECE1 vE0 MA R 3 11982 RE: Ash Hollow Estates POST OFFICE BOX 2703 (703) 662-1200 Please be advised that I represent the Ash Hollow Estates Home Owners' Association. As you may be aware, an erosion problem has developed in the common areas of Ash Hollow Estates and the association would like to contain this problem before a worsening situation occurs. It. is my understanding that H&S has filed a soil conservation plan in which they were to seed and landscape the common areas. I would assume that a bond has been posted by H&S to the county for this work. Please advise me if the bond has been paid over to the county and, if not, the status of the situation. Sincerely yours, THOM4S J. CHASLER VED United States Soil 2400 Valley Avenue '? 2 3 198Z Department of Conservation " FI 4 Plaza Annex Building, Room 6 � Agriculture Service Winchester, Virginia 22601 April 22, 1982 John Horne 9 Court Square Winchester, Virginia 22601 Re: Critical area stabilization Ash Hollow Estates Dear John, The following recommendations apply to establishing and maintaining vegetation on the eroding areas at Ash Hollow Estates: Area #1 - Entrance bank on right side of road - Alternative 1 - Resod the bank with fescue sod and stake the sod down. Apply sod parallel to the curb of the parking area. Apply lime at the rate of 1OO#/1OOO square feet and fertilize at the rate of 3O# 5-10-5/1000 square feet (if not previously limed and fertilized). Keep the sod well watered until it is successfully established. Alternative 2 - Plant to crown vetch using crown or root divisions spaced 12" apart. Two to three years is required for full coverage using this method. Fertilize and lime as above. Apply straw mulch around crowns and anchor with pegs and twine. Water until crowns show successful establishment. Area #2 - Common areas to ends of townhouses - (2-7% slopes) Fertilize at the rate of 5OO# 10-10-10/acre. Disk or roto-till very lightly (especially larger bare areas) and overseed with 60# Kentucky 31 fescue/acre (1# 6oz/1000 square feet). Apply mulch at the rate of 70-9O#/1OOO square feet and anchor over bare areas larger than 10 square feet. Water well several times to ensure seed germination. Area #3 - Common area on steep banks adiacent to Ziegler propert Apply fertilizer at the rate of 500# 10-10-10/acre this spring. Overseed next winter (February 15th - March 15th) with 1# 6oz/ 1000 square feet Kentucky 31 fescue. Apply rip rap to the ditch between the manhole and the property line. In addition it is imperative that all of the above areas be temporarily fenced and posted with explanatory signs to ensure a successful treatment. It should be very helpful to explain the fencing, watering and sign posting to the property owner's association. Sincerely, d Ltd �� f✓ "� ��' �� Mark R. Davis District Conservationist Soil Conservation Service, U.S.D.A. O`JThe Soil Conservation Service SCS-AS-1 is an agency of the 10-79 Department of Agriculture 9�1,caf �avinqi FSL_ I_C and Foam c::;41_Wct'ah0n .M~• OF FRONT ROYAL 1 SOUTH ROYAL AVENITE 2800 VALLEY AVENUE FRONT ROYAL, VIRGINIA 22630 WINCREFTI-M, VIRGINIA 22601 (703) 635_4112 (703) 662.61DOO July 15, 1982 Mr. John Horne Frederick County Dept. of Planning and Development P. 0. Box 601 Winchester, Va. 22601 RE: Seeding of common areas located in Ash Hollow Estates Subdivision Dear Mr. Horne: First Federal Savings and Loan is requesting temporary occupancy permits on the eight units that it owns so that we can proceed with selling these units. This letter will acknowledge that First Federal is willing to pay it's prorated share of the cost to stabilize and seed the com- mon areas in Ash Hollow Estates Subdivision. Sincerely, 1 Ro K. Boyles Vice President RKB/skf H. C. CHRISTIANSON LANDSCAPING - TOP SOIL - SODDING HYDRO SEEDING - COMMERCIAL - INDUSTRIAL Route 6 Box 337 PHONE 662-6744 August 13, 1982 First National Savings & Loan Assoc. Front Royal, Virginia 22630 Attn: Ben Rowe WINCHESTER, VIRGINIA' My estimate for seeding and sodding at the Ash Hollow job which includes furnishing all materials, seeding and labor, seeding and sodding all bare areas guaranteeing grass cover for the sum of $2,600.00. H. C. Christianson HCC/gj Date November 3, 1982 I, Jerry Updike , agree to conform to the provisions of the Frederick County Zoning Ordinance, Chapter 21, by paving the street facilities located at US Rt. 7 East (Route 7, Box 179, Winc.) with a double prime and seal surface or equivalent surface by September , 1983. -JKure y /dpdike B Ridge Mobile Home Park STATE OF VIRGINIA COUNTY OF FREDERICK I ,,� (,�� a notary for the state and county aforementioned, do hereby certify that ,, whose name is signed to the foregoing, dated % 1;d'6C& has personally appeared before me and acknowledged the same in my state and county aforesaid. Given under my hand this i ` day of 12, V My Commission expires a-7- yL EU" ad:4 Notary Public �ND 007-$0 Arrberick (fnnn#g Pepar#men# of 1hanning nub Br5r1vpmrnt DIRECTOR 01 JOHN T. P. HORNE P. O. -BOX 9 COURT SQUARE DEPUTY DIRECTOR WINCHESTER, VIRGINIA 22601 STEPHEN M. GYURISIN M E M O R A N D U M TO: James Boyd, Finance Director 1 FROM: John T. P. Horne, Planning Director Jlf'� SUBJECT: Release of Performance Bond DATE: April 12, 1983 The Treasurer of Frederick County is currently holding $1,200 for erosion control work at Ash Hollow Estates in a Performance Bond Account. Please release these funds to the following person: Mr. Thomas Chasler 133 West Boscawen Street Winchester, Virginia 22601 I have inspected the property in question and have determined that all erosion control work has been completed. JTPH/rsa 703/662-4532 a