Loading...
HomeMy WebLinkAbout046-95 Professional Mobile Home Brokers - Stonewall - BackfileTM 558 (A) PCL. 2 TM 558 (A) PCL. 3 TM 558 (A) PCL 4 TM 558 (A) PCL 5 TM 558 (A) PCL. 6 =654.65 CHRISS & PANAQIOTA POULOS RALPH W. LINABURG PARAMONT TERMITE CONTROL PAULINE D. MCKENZIE JOSEPH C. SMITH Rim Inv 654. 5 ZONED: RP �F.C.S.A. WILL CORE DRILL EX. MH ZONED: RP ZONED: 82 ZONED: RP ZONED: RP USE: RESIDENTIAL AND MAKE AN INSIDE DROP. USE: RESIDENTIAL USE: COMMERCIAL USE: RESIDENTIAL USE: COMMERCIAL ;'1 _.._.,_ ._.- F C. S. A. WILL ' RING SEWER LATERAL ` TO TOP OF DEPRESSION. CONTRACTOR'IS RESPONSIBLE FOR SEWER LATERAL FROM TOP OF DEPRESSION TO OFFICE. NO V D.O. T. MEDIAN CROSSOVERS AT THIS LOCATION -••'- --� `- -� OVERLAY EXISTING ENTRANCE AREA j ss4 15 _ , l 664.88 WITH 1- j � SM 2A - 665 �r _ 1 - x 667 96 566..68 200' E P. - a6934 669.74 x A. i E.P. 669.97 x 670,04 8" 21-B � �o . � t A G G•� . C y�e G `�� � - 2" SM_ 2A �664.14 �J 664 70 V 5 f A f l R o u f t� .7 c G �� ,� sf L{�n L�M� �% rYT r► `` 5.86 E.P. 666, 70 667 65 Guardrail ` ' P -- x 66865 66 .25 200'E.P. 6459.71 - §m.02 x n. - - =x W ` 66,070 EXISTING ----660 -_ r_ Inv. 664.00� WEx. 10" Water Main x _.., In t ENTRANCE ,:/ / ...._`--_ �- .� l` 662.7 }tE64.o 15" CMP 6�68R4 666.0 x Tln'v,,=666.8Q • _ W ..... _�__.._,,IN 1- _6 EX. V. D.O. T. ✓ ss8 s _ _?s 668 3 x, 670.01 15"CMP6io z0 rµ 9T2i £lec. EN'TRANC ' ,`-. - EX. V.0.0. T. '' n v. =667. 68, Trap4s66.7 k 6s7.58 668.69 ar FIRf-'LANE SIGNAGE 670.97 ENTRANCE01 x .V�.j.... D _Inv.=668g , � 15 '648.85 t` 90' -' it 670.41 ENTRANCE ^CMP�r- Rr'in= 35 > �lnv.43.63+ I 124• o.5 670 20 x _ti lnv.�639. f f / It I ` / - w �.`.�:. si2.oz {n =669.46 ;� , ,1 � ..'. �.�.".�. 6 ...-. w�...�..,.,,,,,� '70.79 -`' �Tl / LSD,• € _'• I i\ \�%f`�'''" F C - . .. . . . . . . . . ; aq,.,+' h�` ;e+.�q j,. ,.".' tsto` TM 5.5 (A) PCL 3:3 � y _� ;$� r+ } ; rti �; �' �`� •,.�; c^`� �: � 5/B�jN 'r � � o ` x ................ .3 CARLYLE & ANDERSON„ INC. -*� -/ / .... ..... / ZONED: M2F ... ........ ,�,•.:.,�•,, �,..r, 4 USE: HEAVY COMMERCIAL _ .. ......... ... .. ...... .... .......... t .. .. ..... ... .. ..... y0 .< _�(" F '.' t .' . �� 'ek to` ti:.;, ;: '. 7,�..:_ fVER X TIER SL04E ��� S - .. yay, .^f�,Y-, .v�a<. R.Z �T .} i M {' 4. 4 ; E� Lq ER t � ......'.�.'... ... .............."..... ....�......'.'...... .�.�.�........j....; .................... ...... • ...... �t+'��.!rr ��•+��• `._i"•�i:� ��.,�,.3 � 671.8 C .. .. 3. Y� ♦ . +c�z ti x > ry'1 (LEAN j E } ....... ...... �� . ............7..' " +. +�. ' :*> : •,`° BUFFER DISTANCE WAIVER AS PER ..................'.� ....'. .'.'...'.��QNT SETBACK...... ............ ...... J...'. '............... ....................." .n-.., ..c cur:.. _ 1ti I LATER NVERT = 65--�.�_.............. ::4a•wA,�{`> 12-06 1995 PLANNING CtOMMISSION .................... t....................................-------•, ... .. ......Y........ - -'�+ _ .1 APPROVAL. p®U / i ;,' ...... ........ .... .. .........."- �-=- T. ... .:'� 6693.CP ..................... ... . .. .. 675.1 .. .............. ......... . i . ..... .... .......... .: t. C. k ........... .. . ........... .. ........... ....... . A- . ... NOTE TO CONTRACTOR: l Q .• c.;.aJ•ati 'z .; / y p?.'� 't: ti. x 7 X 675.49 + ; RESERVE EXISTING TREES AND /[]�� \\ ............... ...... ............. ........... ........ j .... ...... .. ....,. .. / / ♦ /"J ............. ............ ....1. yM ..�Y�:a. �. �.�.Y :�� A� / VEGETATION WITHIN THE AREA / 664 �. .... ... ....... i 'i•.�`� ..!� r ,y ,`, 7 5.6 t BETWEEN THE 10' LANDSCAPE +h / .. l0 /!V 51 J 5 �662.4 .' .... .. .... ....... . .... ... SCREEN AND THE REAR PROPERTY .� � . .' ' ................. ............ .. .r.:*:.. w t LINE WHERE POSSIBLE FOR ADDITIONAL ��.... ..'. .';' ..'.'..'.'.".'.'..'.'.'..'.'..'.'.'.'.'.'.'.'.'. .'.'.. s ,�wt'.y�t;,� -;ri '.. r ;-:,•.r O� X �n . 675.1 SCREENING. CONTACT COUNTY + _ .. ........ j .... .. _`` ..... F fJ�G,s.1 )••t•' 61 �� V� PLANNING STAFF PRIOR TO / l OF :66T0.. • ... ............. ��u<-:'��os�: •+.; ci x«ti,: ;�" p �i cv0 / ��Lr�,c j DISTURBANCE OF EXISTING TREES 4 T(� ... , r,...,et ^* rd /Q .......... �..... s �; j , i N AND VEGETATION TO DETERMINE ! 1 x ?.' '. .' .. . F� ...... v (� V Q ; l r , 6610 :. ..... ..... a ..... CLASS A 1 RIPRAP qs ADEQUACY OF ADDITIONAL V; } ....... x�jy �...'.'..'...... ... i e'�. w x ?J p� h` .& r BENCHMARK-2 Nails LANDSCAPING. . ,c j'......'.'..'. ... ... gg9.4 '`< Y.. /` . X 1q ca^ t.c. .�✓ l in Power Pole .. yy r % '.. t x 676.37 ^ 1 Elev.=677.26 x r / / 1 6 .... 67,i2 , ! • . 9 G7 O � • • � � TM 55 A PCL 34 I 1 J F 1 cb�� �() VAN ACCESSIBLE l /rev e. .�.'..'. :6 Fa w_ ` ZONED: B3 HANDICAP SIGN XIt u� 3` \ `\ 673.0 1 G' .��.- ` HE,GB0 SF NilEP SOY l6 c m� TM 55 (A) PCL. 35 TM 55 (A) PCL. 32A � � � 8� -- s \ MAN EIGHT=18' �,P .6 � ,Q � /� c� UFgC j r FF t t•a 7 a LAURA L. MCFARLAND t " 21-8 -� C'ARLYLE & ANDERSON, INC. /` / $ / > . / USE COMMERCIAL &�NDUSTRlAL �E\ SE 7a �i©F �gNOs ZONED: 82 MOD76 HOME , , 676-70 / �o� USE: COMMERCIAL �o4r) l� / N J`py9, `. �` 1 RFFN/q -�.` 1 �qC� V Il, �� } SID /� w fF 0FI I C-) + sy x O? ` C4 OnC �� `� Q1� `rET 670.E �� -t ' t c• - 6' HIGH FULL SCREEN FENCE i x / 10' WIDE LANDSCAPE SCREENING AREA (SEE DETAIL SHEET 3) . / ` / 276' � 9 � / 1 / ✓ ' o r t T ' 18" HIGH RIPRAP 8ER f lb t!1 f INV.IN=652.00 e / �Zl S�� �, tI 1 / �,'�' ; ' ��♦ p ybo .h'//J / / to / �'q 6 f° x 677.05 { r• �♦,.. I /4,' ' / I TM 55 (A) PCL. 37 LAURA L. MCFARLAND % �% .CT f r '� ♦ ZONED: 82 USE: COMMERCIAL Ri =645 1 t.c f ,v =63 39, s7s.96 680.9 o�y ?� TM 5,5 (A) PCL �• " 1 INVOUT=642.00 L. C. FRANKLIN P K +\ ZONED: MH-1 a � x 663.4 j USE: MOBILE HOME K F n =6417 EC-1 800 CLASS Al RIPRA X 684.0 , W Nf N�7�354'K, 9S 17 '' ".. F&K IN a mopl�� 1#1 Moms PArK fa I c.� / TM 558 (2 )(1) PCL 7 LINDA K. 71MBROOK ZONED: RP USE: RESIDENTIAL �{ Gilbert W. Clifford and Associates, Inc. Site LUI AlAHLA 5-5nSumer AC. ZONING B3 CURRENT USE VACANT SETBACKS: FRON T 50' SIDE 50' REAR 20' OFFICE FLOOR AREA 1,680 SF PARKING SPACES REQUIRED 9 1/400 SF OFFICE 16801400 = 4.2 1/3000 OUTSIDE DISPLAY 12,24013000 = 4,08 4.02t4.08-8.28 OR 9 HANDICAP SPACES REQUIRED 1 PARKING SPACES PROVIDED, 8 HANDICAP SPACES PROVIDED 1 TOTAL SPACES PROVIDED 9 PARKING LOT LANDSCAPING PERIMETER TREES REQUIRED 7 PERIMETER TREES PROVIDED 7 INTERIOR TREES REQUIRED 1 INTERIOR TREES PROVIDED 1 LANDSCAPED AREA REQUIRED (25%) 1.8465 AC. LANDSCAPED AREA PROVIDED 4,5742 AC, DISTURBED AREA 2.3374 AC, FAR REQUIRED 1.0% FAR PROVIDED 0.45 PROPERTY10 TM 55 (A) PCL, 34 OUTDOOR STORAGE AREAS NONE OUTDOOR TRACH RECEPTACALS NONE LANDSCAPE SCREEN AREA PLANTS REQUIRED 162 540' 0 3 PLANTS PER 10' 1/3 DECIDUOUS 54 2/3 EVERGREEN 108 (64 PINE 8 54 AR80RVffE) PLANTS PROVIDED 162 -- 6' 21-B Section A --A TM 558 (2) (1) PCL. 3 CHARLES R. & FAY E. SELL ZONED: RP USE; RESIDENTIAL H op o` FINAL SITE PLAN LD A. MISLOWSKY, JR. Z. .dJM 55B (2) (1) PCL. 5 OVED a NO. 020674 _ HARLES R. & FAY E, SELL ZONED: RP 'I �_3 / /�)� t�/& -7 USE: RESIDENTIAL 00 0 lol c�t--� GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft_ 1 12111195 REVISED BUFFERS, SEWER LATERAL, & DETENTION POND STRUCTURE. JLW RAM #2 0 552 649 646 0 b 643 0 cc 4 F- W i 640 W 0+00 0+50 CULVERT PROFILE SCALE: H: 1 "=30' V 1 "Q 3' ,NKMENT AND RISER EE SECTION THIS SHEET. 4' SIDEWALK ;ONCRETE 1-B TYPICAL SIDEWALK DETAIL METER BOX HARDWARE SERVICE METER PIPING METER SiZE YOKE # Box 4I METER BOX COVER 3/4" 5/8" ,3/4- (20 GPM) YDR© 18 in. FORD2 NTRAFFIC C FORD 1 " 5/8" 3/d" (20 GPM) FORD) 24 in. FORD NO. 30 MONITOR •2 y# COR W RM -1 T I 1 „ 3/4„ (30 GPM) Y50� 24 in FORD NO. JO MONITOR ' M - 12 TOP LID 1 " 1 " (50 GPM) FORD 24 in. FORD NO 30 MONITOR + Y504t COVER W1 RML-12 TOP LID EXISTING GRADE -- — 24" VDOT CLASS 1 PROPOSED GRADE ` 16 RIP RAP FILTER FABRIC OUTFALL CHANNEL SECTION (DOWNSTREAM OF EMBANKMENT) RE1DUEST PROFFER (revised) Ms. Mildred F. Cole, owner Mr. John Tauber, lessee MANUFACrURFD HOME MODEL. DISPLAY AND SALES Route 7 East - Berryville Pike • Stonewall District •Tax Parce155-A-34 Dr.limin ry Matters Pursuant to Section 15.1 - 491.1 et. secs., of the code of Virginia, 1950, as amended, and the provisions of the Frederick County Zoning Ordinance with respect to conditional zoning, the undersigned applicant hereby proffers that in the event the Virginia, shall approve the rezoning application for the rezoning of Board of Supervisors of Frederick County, 2.1514 acresall be done Business General Zoning District to the B-3 Industrial Transition Zoning District, development of the subject property In conformity with the terms and conditions set forth herein, except to the extent that such terms and conditions may be subsequently amended or revised by the applicant and such be approved by the Frederick County Board of Supervisors in accordance with Virginia law. In the event that such rezoning is not granted, then these proffers shall be deemed withdrawn and of no effect whatsoever. These proffers shall be binding upon the applicant and their legal successors or assigns. rene_ral Qevelovment Plan d [Lee The development of the subject property and the submission of any Site Development Plan will provide for a layout that incorporates the planned improvements for structures, pang and commercial entrances as requite by Frederick County Zoning Ai Ordinance site development standards. The rezoned property shall not be subdivided. The rezoned property shall be used for manufactured home model display and sales with associated sales office. Monet= ConU*L1ti2LUf Develooment The undersigned, who intends to lease the below described property to Mr. Jahn Tauber, hereby voluntarily proffers that if the Board of Supervisors for the County of Frederick, Virginia approves the rezoning for the 2.1514 acre tract, more or less lying on the south side of Route 7 (Berryville Pike) just east of the tnterse,ction of Regency LAkes Drive in the Stonewall Magisterial District of Frederick County, Virginia from B-2 to B-3, the leassee wW pay to the Greenwood Volunteer Fite and Rescue Company' at the time a building permit is issued, the sum of One Thousand three hundred thirteen dollars and eleven cents ($1,313,11) for Fire and Rescue Emergency Services costs. The conditions proffered above shall be binding upon the heirs, executors, administrators, assigns and successors in interest of the Appllcwit and Owner. In the event the Frederick County Board of Supervisors grant said rezoning and accepts these conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements set forth in the Frederick County Code. .1 IN NON -TRAFFIC AREAS - 1/2' THICK POL YETHELENE PLAS AC IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3' THICK WALLS •2 IN TRAFFIC AREAS - 3 4" x 30" x .30' STEEL PLATE WITH 22' DiA. CENTERED ENING AND STAR COATED BOTH SIDES IS TO BE PLACED BETWELEN LID & REINFORCED CONCRETE BOX treated 2"x 4" with top 6" pointed blue meter cover set 2' above inn. grode pri varies as required to sodding 1 corporatio stop 3" stone bedding F8,_ 21" meter by FC.S.A. surrounding box -- 30 deep ter boa 36 "' min. - ongl check valve I with oin valve hal water main type K copper tubing contiinuous without joints from main to meter NOTE- Exact location of meter box osssembly to be approved prior .to instollot,`ion. METER SETTING PARTS 3' LIN I METER YOKE ANGLE YOKE BALL VALVE ANGLE CHECK I VALVE XPANSI WHEEL 4 5 6"x3 4 Y502 BA94--223W HHCA94--323TD-G EC-23 1" 3 4" y504 BA94-344W HHCA94- J2JTD-G EC-23 I" I" Y504 BA94-444W HHCA94--444TD-G CC-4— transition to meter setting face of curb os required i " type K copper - curb &gutter 314" type K copper for single meter installation 1" x 3 /A Wye Dual Meter Installation 5/8", 3/4", & 1" METER INSTALLATION Figure 5 b g e ld t SOR ?1 tod belt 45' bsnd 6eN by adapter W> locator Poo `-5DR 21 paaketed pipe and 61100 ,SOR 35 6-x4- 90*0ted bell WO 2 36- men. cote. #TY SEWER SERVICE LATERAL Figure 15 with ,real le' DETAIL I DETAIL 2 DETAIL J 1 EC-1 r' +f r Pi, 1 B HALF PLAN c+� B HALF P! AN B HALF PLAN :� c TYPE �•4 I TYPE i P ! I TYPEA 1,�"'-� I1k�' I TREATMENT ! ! i TREATMENT I n TREATMENT. �' c _ �1 .-A A-�"c TT ��' '` A C 'I 1 111 D \ I• j �. � t 1+a F1 w —L HALF PLAN 0 HALF PLAN --.-� TYPES � HALF FLKNTB TREATMENT S TREATMENT B TYPES 1 s„- TREATMENT p B » N 'v9.4 XX; Rp Rao �. Re � •� � �._ soft"SECTION A -A ►.. enn ' "•' CA""a•«•4 SECTION A -A 9 e•aso SECTION A -A • 0.00.. [a.x ,a• It",~ ..,ww/unf » • O..w.W W .w"M /•i• .1" la MM aaA .M 4.[ N,qn. NOM I. w..,e,• •w• •.w.n.,•[•• O+w•.�i• .. ra.c,wn wuw ,n. [n•,wa wan Ie1 0..4 S. ,, A...• .waW,r ...w..y ..wn .o,i•a n..,m..,, .:.[,. ro D— —� w• A TV" A .. a h"#~, a N N y—I" M /M ,W.• •� 1'" 0 = TN W 6- w w. [Wr er,i a r)aw•n ,n acc.0ance .,,n wclm ODD 418 09, .•t.0,u mn .. , r»w Owlrww..0 6 —,C. Oe cno•.. ..». �:ne m.»„o� / Ro Rap inn., Gan a[aa.q ,. 1. .wM,.a un...0 scan <o^ •a [rone n.c..v a.nce Rom HALF PLAN I HALF PLAN 9.aeed .9 TYPE A TYPE B SECTION B-B • Uw T wa S•c,on ••.o." m a.,f a nr,w, •,e• ~I, DWI— .,Inn, a" 0"a ., V, ,(. a.Kn ., -ON o V.." SPECIFICATION REFERENCE—J STONE FOR EROSION CONTROL 205 I VIRGNIA DEPARTMENT 303 ?SB 418 TRANSPORTATION SIL T FENCE CULVERT INLET PROTECTION oTOIeIKF. ---- ------ _t—�— T------—..---_ _--.. TOE OF FU i _ CULVERt l ' I ------------- ` roc or ru. SILT FDOOE pSTANCE IS 6' MN14UM ,F RUM IS TOWARD Ey6/8a(MEINT ICON j� AME.=RICAN ARBORVITE OR EQUAL i MIN. 4' iN HEIGHT -��— WHITE PiNE OR EOLIAL MIN. 4 IN HEIGHT (2/3 EVERGREEN) ARISTOCRAT PEAR OR EQUAL MIN 4' IN HEIGHT ! (1/3 DECIDUOUS) 4' 10' LANDSCAPING DETAIL CROSS SECTION = 655.75 imCMP Top of berm at 658.0 n Inv = 652,0 Emergency overflow at 656.5� Proposed grade,, Embankment 6' orifice I at 6522 15' CMP at 182Y. 75' x 5' x I8' Conc Pad, 6'xV WVF EF, set riser 6' in base. Use 6' z b x L- leveling stone 4'r x 4' Conc Pad 6'x6' WVF one face, Use 2' leveling stone Anti -Seep Cellars to be 4' x 4' and be placed 24 f t. mapart, centered on the embarkment, the of two shown 12' ►I \ Class Al rip rap liratlg on crest Class 1 rip rap lnq on channel over slope 12' --T ✓ Clay Core 24, Embankment to be placed and compacted in B' lifts. 24' No toppssoil, orgnrics, a• stones greater than 6' ter shall be used Natgrlal shall be compacted to 4SX of Maximum density at 2Z optlnun moisture, Clay Core to extend 5 ft beyond ends of embankment, 44nd 2 ff t below exis The top of the core shall be Elv 65575 Depth off Trench peen is l actual req*ed depth shoulId be deter by sdlls specialist at the tine of cros ruction. Maximum side slope is 14 LhfliedaclassisifiiccatnhSK JC $ f Q°or Ctl pForticle size: 1007. passing I/ Sieve Detention Pond Embankment Section Cushion rMl I/c,t f n 48' 15, C)P 4R' --3' ANTI -SEEP COLLAR DETAIL not to scale CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) i SET THE STAKES 2 EXCAVATE A 4'X 4- TRENCH UPSLOPE ALONG THE LINE of STAKES e•MAx FLOW 4' 3 STAPLE FILTER 1etATERiAL 4 BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL iT INTO THE TRENCH. SHEET FLAW INSTALLATION (PERSPECTIVE: ViEW) POINTS A SHOULD BE HIGHER THAN POINT B DRAiNAGEWAY INSTALLATION (FRONT ELEVATION) 08 Rebar, Tack Veld to Cylinder `45 Bar E.F. 3000 psi Concrete collar 12' thick Top - 14 Ga Corr Netaliack V1 PLAN Inv Out = 642.0 Cylinder - 14 Go Corr Metal 18 Rebar, Tack Weld to Cylinder 2' Conc, Mock Spacer 36' CW, top = 655.75--�- 54' b JO' SECTION A -A TRASH RACK/ANTI-VORTEX DEVICE not to scale a ( I r f f . .��i� ��'�►�lfs+•r�:� ��:�i:*tom 11=11=11 .�1.,�:a,af�..._.�.w.,a,._ rttl•..� 4lMae �ik►'� -- �i ~��rr�►.r f I,N� ►X. .;Ww 2 2127196 REVISED PER FREDERiCK COUNTY PLANNING COMMENTS. A SMG 1 2/1/96 REVISED PER COMMENTS. AIN SMG Plan f 0 r P._,rloiessiorial Mobile Brokers Inc. -H-orne CONSTRUCTION NOTES GENERAL 1. The contractor shall fumish dill materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and ConstrucAion Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted t<o locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The co)ntractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-7777. 3. The contractor shalt be respooirrisible for all construction stakeout. All dimensions, elevations and locations shall d V12 be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. ,illia 4. Any unusual subsurface conditnons encountered during the course of the work shall be immediately brought to 111 the attention of the Engineer and,,/or the Owner. Index 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements tto be confined to the project area Any work, performed offsite �s the Contractor's responsibility. 6- t Ac, riaI, 'st,r'et1. Cover Sheet ' Stonewall IC191s, I 7- Cutsheets shall be submitted tto the Engineer for approval prior to construction. All cutsheets should show v� existing ground elevations at centerline of utility, structure or road, and offset hub elevation. 2. Site Development Plan EROSION CONTROL 3. Miscellaneous Profiles & Details 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Deportment. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia 100 A 60 Erosion Control Guidelines and locail ordinances and to be utilized during the construction 'period. 3. All erosion control structures shown or as required dur-ng constructionshall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible dote after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected StE ARgA area. .�Qclay 5. All unpaved areas of the site ,which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and rmulched. Seed bed to be watered and cared for as necessary to a provide INTERIktN4.81 good lawn quality grass cover. Aneas not graded shall be disced, leveled and seeded to achieve lawn conditions. 41 Leg nig FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction &1)ris on site 1Y is prohibited. 2. Access for emergency vehicles must be maintained at times during Temporary street signs all construction. must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time A FREDERICK COUNTY SANITATION AUTHORITY z 1. Water sewer lines are to b,e constructed in accordance with these and specifications and shall and plans b additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority 4 Developer: Professional Mobile Home Brokers Inc. Zvi. Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort ;!, 3. Temporary termination of sewetr line shall be plugged with a watertight plug. The ends of the laterals shall be V:­5332 Main Street marked with a treated 2x4 post e*tending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post shall be pointed green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architec:turai drawings. %Ytderick Stephens City, Virginia 2 655 19- - - ; Ch 4. The FCSA is responsible for th-e installation of water meters. Before a permanent meter is set they will require. ester H r (540) 86.9-7250 1) the frame and be aligned with its meter box and oar, 2) the frame and cover be set to final Club - '. I., cover properly yoke W grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box (assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. Q) 5. The Frederick County Sanitatiom Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitatiorn Authority shall tap all existing waterlines. They will furnish the materials for and make the top. The contractor muist make application for and pay the cost of this work. 7 Frederick County Sanitation Authority approval of this site expires two (2) from date of approval. plan years -, fleightsOwner: Mildred FCole 17,) . VIRGINIA DEPARTMENT OF TRANSPORTATION 333 Wood Ave. 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Burning Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other Knolls..' federal local In the between these Winchester, Virginia 22601 state, or regulations applicable. event of conflict any of standards, specifications or plans, the most stringent shall govern. (540) 667-4729 2. All construction shall comply wiith the latest U.S. Deportment of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right -off -way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VOOT's iwork area protection manual. Furthermore, all traffic control floggers must be Vi c i n I MCIP certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section Owner's Qgrtificotf 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change Scale 1"_ 2000 1 hereby certify that the property contained in as deemed necessary by VDOT. this Subdivison is with free consent and in accordance 5. Prior to initiation of work, Cont'roctor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. with the desires of the undersigned owners, proprietors 6. If required by the local VOOT Residency Office, a preconstruction conference must be arranged and held by the or trustees, engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to niticition of work. 7. Contractor shall notify the locall VOOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also reqwire 48 hours notice for any inspection. October t8l 1995 Date 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and mairitterionce of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction 9. Contractor shall ensure Gdequot:e drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36* cover and, when possible, to be installed under- roadway drainage facilities. 11. Any unusual subsurface condit!orns encountered during the course of construction shall be immediately brought to I? the attention of the engineer and WDOT. Work shall cease in that vicinity until on adequate design con be determined by the engineer and approved by V.1D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement Approved by Frederick County Zoning Aclmini-trntor of fill. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 15" lifts to 95% of theoretical maximums density as determined by AASHTO T-99 Method A. within plus or minus 2% of X �4 ). ),�/'7 optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector , �z density tests performed by a quolifi4ed independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. I H gilbert w. c-I if ford & associctes, i n c. 14. VDOT Standard CD and UD undewdrains shall be installed where indicated on these plans and further where determined by VDOT Inspector. necessary 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. D 16. If required by the local VDOT Residency Office, copies of all invoices for materials "within any dedicated street A. MISLOWSK JR. Z 0 NO. 020674 right-of-way must be provided to t:he VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. L) 1 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be Engineers Land Planners Surveyors 7/t5 Job Number-5054 installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. 150-C Olde Greenwich Drive 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 ONA Sheet Number-- (540) 898-2115 (540) 667- 2139 -of rM 553 (A) PCL. 2 Rur=654 65 CHRISS & PANAQiOTA POULOS , 6a9 S5 ZONED RP F•C.S.A, w1LL CORE GRILL EX. ,MH r' '` ' AND .WAAE AN iNSIOE DRCP. USE RESIDENTIAL F, C. S A MLL U'R/NG SE NER LATERAL TO TOP OF DEPRESSION. / CONTRACTOR IS RESPONS,BLE FOR SE NER LATERAL FRC.V TOP OF DEPRESSION TO OFFICE. r.W 558 (A) PCL 3 TM 558 (A) FILL a T?A 5fG (A) PCL 5 1:41 558 (A) PCL. 6 RALPH ;N. ONABLIRG PARAMONT TERMITE CONTROL PAULINE D. MCKENZIE JOSEPH C. S.VITH IGNED: PP ZONED: 82 ZONED: RP ZONED: RP USE: FESIC:ENTIAL USE: CCMMERCIAL USE' REStOENPAL USE. COW)ERCIAL 660 ' • _ - NO V D O. T MEDIAN CR:ISSOVERS AT THIS LOCATION 6es 5 OVERLAY EXISTING ENTRANCE' AREA jr 66488 665 MTH 1-1 .. Sm-2A x ._ .... 666 74 9J ,.... x 6s7.38 668.6E 669 66.974 xt 669.97 '� 0 E. P. 67004 " lA 664 t4 r n 1 /1 I U {. it \�\ k6i47o I E.P 66s. y (�:t3:L,) .f� vL1Wi 51 AI -_ Guard/ad 7 5 668 ps 6 9 3 �/- bd 6 Ld6i x 666.02 �� x E 6 _ r 69 -- _~ _ -F �- ---- -,� _ rN - _ E.x. 10 M x Env'=66900 nv. 665. '� �Afi! - ry0ier I D n , _ - -__--- ^- _ 662.7 _ -- -- - . , LG4.0 � 15 c C,MP G6d ¢ +`� Gfi6 0 n v. = 666 80 _ - EN 7RANCc - T x ` _ _ - 'N 4ED 72 - �_-_ ;y .- - _--- 4-- 1 - ` Cup 6F�b EX. V D 0. . 668.9 G6d-3 . _ r 6 01 15 Q 12 �� 70 " - .. 61 � •t /;• e,K• r ENTRANCE. U , nv. 661.68 s,_ _ . � 66d.69 x Fifi '� ,� o� -.. t.c. F_NTR� OC'E , 6. , `8 .'6�4•'s4 66 667 , �` �AhE SIGN,4Cf '.-.. _ x 70 97- 3�- nv. - R .------- _ -- ENTRANCE _ - .. s R rr 643.SSr 90 V --►r' -- ----- -- ,...�j �\S r 670.t1 �' ,C!✓P 43.63 12 .r' ~� s7o2u ri a A,1 r EX V b 0 F _ t nv.-639.35 nv -'34 %-_-- --- `�- -_ r s 20 nv- 69.46 I c- i� � q, 4 . ,t,, ... ' !'i'.;1,•..;v". ' � --�.- "5/8�-�TErrtr�lEK"'. _T_y -• t.c. / \ CARLYLE & ANDGR•,UN, rNC 3... __ _ .� . �' ZONED' M;' t t '� ; * 6)3.0 //�' x 673. U5E HEAVY CC. ,VERCIAL ' r- ;.. �.;,, �r .: ` o I r f %' _ f 1EAR4 < T7ER SLCPE } c �,,� (..,,,..�„,..-..-/�T' LArEp4i 1 \ fi..Y, .�♦ ti �,�rr,. i .�`'f.t->„t ',Y,�,3 • 674.B Y% I BUFFER DISTANCE ,NAI'VER AS PEN j - ---�� L r E r - - ,- FRGN!' SEndACK ,. :.c., •.r;� ; f: ti ` c e c LATER" N4'ER r - ` r i= �` S --_ a.}<,r.. ti `,�.:w • rite "�' "ay• /', /! I i-G6- d95 PL,aNNING !'C nMI- Sl�r� / _-•.6�6• - APPPC)VAL •2' ..Sd► 1 .t a,„c h-t5�'•.Asfi'Y 'rt'^rl,,l;a�i' i i5 tx _ .NOTE r0 COIJTRACTOk 675.49 672 / !� PN-F _._ ; -._. .._..-_ n �a AA,, :ERNEEX`SriNC rREEC ANt%�56VE_IETATIGN iNiIHIN '1�E AREA'! Bf $vEEN HE '0' LANOSCAPE i� _ 7 ;::;:.i,:'i,T i i�°° :.� ,.:: �F �01K,I SCF'EEN AND TI;E REAR PROPERTY LINE INHERE POSH FOR ADD('?ONA rti c � +.^c ,t; �:.ar •T; a '� O , x' ,. , % SCREENING CONTACT CrJUNry \ /�' -..,.._ :, �{L", �;�:.\ �,�. c� PLANNING r ,'s;'�y".�•`` l 5 r ,qF, PRIUt? : U d .� ,•. , C ...c' � :. � CIS"UhBAN 0� Xl TT 1P ES � � � avD �Ecr TAn ,N ro Of TER�IINE �' _ D p�, ; Q 6.67) CLASS Al tIPRAP- �' „ •Ar m' Z Q� QiY s / A I a r I� _ j' CEQ. OF CN x t S J Q _.ANCSCAP;N�s.i.', ,S` x . :: L1 C:.•. r ? cJ0 p ,,�/ .'�-6'ENC1iMARKI 2 Nods -----= - -- ' T�� 11 . In Pc Ner Pole ! ' - F / �`_� a� •\ n� o ��Tv VAN ACCESSI$LE •�:✓ ..-._ •�'*"__-_-•_-�-•-t•-'�},_;,� .. �,,'� 5 riA/VDIC,aP671.9, �Qc _ c _ 7 / / u M 55 rA' PGt 3�.a , t�2 - \ \ �. _- G i r h, F �AP1���� ��t 10 _ ` c / - Q�s TM 55 (A) PCL. 35 T / l / AAIyU £lCd1 - a F f ,' ci LAURA L. ACFARLAND CAPL'rL E & aNUEkSCiN, ;!�C // • \. -�'�r 7p EAC�R'EDQ1I 6ti6:7o ��ZGNED M2ODEL,I .� / �o ZONED: B2 US' CCM.IdERCIAL USE CC'MMtRCIAL & WDUSTRIAL l 4"'+. -�'SE/a^ c l•gyps�9,� I FFr616 �. t-a� �% // // l �''� �^' ' ��t+�J�- f Tq/L S'h �•. x ! 0� / -. I -- ------_- ,� ,4q '�`�� m�<-'�.FET 3J `� 670.E Q`� , • -- �f'' t c� -�- _ 6' HIGH FULL SCREEN FENCE S / /n9 E r 1 f EI c - :- -}---- 10 rVIGE LANDSCAPE SCREENING AREA ('SEE DETAIL SHEET 3) 1 90 Y t s RIPPAP SER!rc tNVA=652.00 2 ' r4 .-- / ,� `- ,�' 1,."� / i ti 1 714 55 (A) PGL. 31 LAURA L. !ACFARLAND r v t'f ' -C r f 1 N ZONED: c22 Jt USE.' COVIVERCIAL 6do.2 Ln v 6 3' � � 1 TW 55 (A) PCL. -iYV 'T-`542.00 L, C. FRAWON P" K f / ZONED; •VH-1 � � �� ` � , 6d3.4 S USE M(XiTLE NCME K -1 (-Ir631 800 C CLASS Al RIPRAF' Ile 95, C� - .� F6klK {N_- ��1 �e FA 1 I 5-`4 (2yl) PCL 7 LJNDA K, 11,MSROOK ZGNED: RP ` tJSE' RE;I�ENTIAL � r'r Gilbert W. Clifford and Associates, Ine. Engineers Land Planners Surveyor-3 150 C Olds Grconwich Or 200 No+th C-ameron St. Fredericksburg, Yrginio 22401 Ynchestor, `Nginio 22601 (540) 8'38-2115 (540) 667-2139 Site Develoorr�en t Summor -EX1511N( EUr_AlE•1__- _ ;5.3 • d AC. ZONING 33 CURREN r USE VACAN r SETBACKS, FRON T 50' SIDE 50' REAR 20' OFFICE FLOOR AREA 1,680 .SF PARKING .SPACES REOUIRED 9 1/400 SF OFFICE 1660/400 - 4 2 1/3000 OUTSIDE DISPLAY 12,2401-3000 m 4.08 4.02+ 4. 08-8. 28 OR 9 HANDICAP SPACES REQUIRED 1 PARKING SPACES PROYIOED, 3 HANDICAP SPACES PROVIDED 1 r rAL SPACES P I 0 5 CES BONGED 9 PARKING L IVDSCaEING - -=- - - PERI.ME T ER TREES REQUIRED I PERWEIER TREES PROVIDED I ' IN IERICR TREES REQUIRED 1 INTERIOR TREES PROVIDED 1 LANDSCAPED AREA REQUIRED (251.) 1.8465 AC, LANDSCAPED AREA PROVIDED 2,5742 AC. DISPJPBED AREA 2.3374 AC. FAR REQUIRED 1.04 FAR PROVIDED 0.45 PROPEL? TY ID W 55 (A) PCL 34 OUTDOOR STORAGE AREAS NONE QU TDOCR TRACH RECEP TACAL S NONE LANDSCAPE SCRF_ N AhCA PLAN rS REQUIRED 162 .40E ,) •3 PLMIS PER 10' 1/3 GEC!DUCwiS ,5 4 2/3 E"r£,^cQEEN 10.3 t:4 D:Ns3 S !4 ,v.V: 3v115) PLAN rS PROVIDED 162 ' 21-6 J �^ 6' 21-9 Section A --A Ted 558 (2) (1) PCL. 3 CHAPLES R. -1 FAY E. SELL ZONED: RP USE: RE SIDEN PAL FINAL SITE PLAN TM 558 (2) (1) PCL. 5 n r, P V E D HARLES R. & FAY E. SELL ZONED: RP AT17-J/ USE- RESIDENPAL / (SRAPHIC SCALE f a 4 157< -- x - -- C L ?o4%4 Lk 4 �,A L ids 1 04 Kit Xx E.P. I?Ais 1 tG tprPCA Yr fi E4 ttt�0 A. Ai Cmt Y, p No. ,00674 U A 30 0 'S 30 60 120 I ( 1N FEET ) 1 inch = 30 ft_ 1 12/11/95 REVISED (SUFFERS, SEINER LATERAL, Se OE IEN PON POND S I-rRUCIVE. -�� .N..iN RAM J Processional Mobile Home Brokers Ine. SiteDevelopinctit Plait 5094�- Frederick County, Virginia :S E I TON NOTES M-404m, q 1. The contractor shall furnish al' materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Constructiion Specifications of The Virginia Department of Transportation, Virginia Department of Heolth, tFrederick Couunty Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities, however, such may exist that are not shown. The contractor shall exercise care iin this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The conttractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility' 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve -al- cut sheets. 4 Any unusual subsurface conditiwns encountered during the course of the work shall be immediately brought to the attention of the Engineer and/cor the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to) be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7 Cutsheets shall be submitted tm the Engineer for approval prior to construction. All cutsheets should show existing ground elevations at centerrline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will Ibe required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Deparrtment. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during constructior, shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction Is not in progress. 4. Contractor to clean up and resitore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site wthich ore disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover-. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 1.1. Burman ngEof land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1 Water and sewer lines are to bet constructed in accordance with these plans and specifications and shall additionally meet all requirements off the Frederick County Sanitation Authority. The contractor sholl coordinate with this agency and arrange for insspection by the Sanitation Authority as necessary 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post sholl be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectwrai drawings. 4. The FCSA is responsible for thet installation of water meters. Before a permanent meter is set they will require: 1) the frame and cover be properly- aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3) the distance bletween the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box o:ssembly to be in proper worming order. It is the contractor's responsibility to have the meter box installed correctly. 5 The Frederick County Sanitation Authority shall install all wcter and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6 The Frederick County Sanitation Authority shall top all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project sholl cwnform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall glovern. 2. All construction shall comply witlh the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, sholl be in accordance with the current edition of VDOT's wrork area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's ,January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104 04-C. 4. Design features relating to consitruction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 6. If required by the local VDOT Rersidency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility cowponies and VDOT prior to initiation of work. 7. Contractor shall notify the local VOOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also requiire 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and mainte'ncnce of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.0.2. Furthermore, access to other properties affected by this project shale be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within (existing or proposed VDOT right-of-woy are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall crease in that vicinity until an adequate design can be determined by the engineer and approved by V.D).O.T. 12. All undercut areas and borrow mlaterial shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of oil tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and LID undendrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16, If required by the local VDOT Residency Office, copies of all invoices for materials"within any dedicated street right-of-way must be provided to thie VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17 Prior to acceptance by VDOT of (any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Fir'le der�'l ek Plan f 0 1-& A - -V �) 6A. (,()- -1 - A X1 C Fn S ke, r 1' a D1 Is t r I C"i, goo i I r • h '�°. r :�.CIW Q 1 i-r I (� • C '0" ,I. w °� • yY`i'E AAA J INTER GQ� NA 81 7•/ '" -�S `) �,`� LeV.9n, • r� __ • F 1 " ra r O byo f `r f! lira 1 T ��- _ {fit : i � . �: .'='� !' •>, t'' l l.� wg At ck He Club .� %. r $ a : •. • ! ` ( \ '� tHeoi f r 'i ,.t I lO � •qO' �`�1� :�� • t j;��- � �' � 1. r .^_Ivy '• � � '�' U .;Ate •. �l �� • i • : v �' „ - ... •-. ifs'': ' �1!`i • /' 1 : _ `� qJ� ,/�. � See• A �i •� EN► r y , •Greenwood �. r fleights- `'••�,•�ss r�+ �� �� • Burning• � y' � ,,� %-� � Knolls..*: 0 ViI,in ity Ma Scale 1 "= 2000' October 18, 1995 g1lbert w,. Clifford & associates, mc. Engineers - Land Planners - Surveyors 150-C Olde Greenwich Drive 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 Index 1. Cover Sheet 2. Site Development Plan 3. Miscellaneous Profiles & Details Developer: Professional Mobile Home Brokers Inc. 5332 Main Street Stephens Cite, Virginia 22 55 (540) 869 - 7250 ►�0�,12 °`''',;,, Q� M �z L LJ j 0- Owner: Mildred F. Cole 333 Wood Ave. Winchester, Virginia 22601 (540) 667 -4729 Owner's Certificate I hereby certify that the property contained in this Subdivison is with free consent and in accordance with the desires of the undersigned owners, proprietors or trustees, Date Approved by Frederick County Zoning Administrator Z N q,c. r i t e ALD A. MISLOWSKY JR. C7 NO. 020674 Job Number: _ 5054 Sheet Number 1 of pq ,f TM 558 (A) PCL. 6 JOSEPH C. SM1TH Rim=654.65 F.C.S.A. WILL CORE DRILL EX. MH ZONED: RP ZONED: RP k Inv. =649.85 ZONED. RP ZONED: RP ZONED: B2 ] USE: RESIDENTIAL AND MAKE AN INSIDE DROP. USE. RESIDENTIAL USE: COMMERCIAL USE: RESIDENTIAL USE: COMMERCIAL F. C. S. A. WILL BRING SEWER LATERAL TO TOP OF DEPRESSION. CONTRACTOR IS RESPONSIBLE FOR SEWER LATERAL FROM TOP OF DEPRESSION TO OFFICE. NO V.D.O. T. MEDIAN CROSSOVERS AT THIS LOCATION OVERLAY EXISTING ENTRANCE AREA e64.88- -Y WITH 1-1 ,U2" SM-2A . -- _ -_ ss798 1 200' v Il E P. X _.._ X. __ _._ ,_ ._ ._. __ 66668 - 669.34 �` 669.74 X 669.97 �. � -- E.P. 67004 8'" 21-6 t66,.14 ' V 5fAfE koufE'\I 2 " SM-2A ` 6 ss4.7o GG G{-� 1,�J �.. 1 566 E.P. 666.70 5MI WW �� AVI 200' 667 BS Guardrail\ ` �- ; x 6s86s t �pE.P. 669 25 659.71 I - -_-�,z 666.02 * x 1 669.70 660 EXISTING _._. _ \, X.._. __. Rp _______. Inv=664.00i " ,- _ _ Inv.=665.32X W 0" Woter Main x V D.O. T. _ Ex. 1 . \ 662.7 1*4.0 15, CMP 6a.Qc• 66s.o Inv .= W-- r ENTRANCE -/ f 1 1 i x_ - X W 666 EX. V.D.O.T 668.9�'x s7o.ot 15" CMP �B9.Y2 yt v / E14c.-� X r - �' 870.12 ,J�' n v EX. V D. 0. T _ ��jj ENTRANC 66g69 r - _ - 667.68 644.�94 } ; 66s.7 > ss7s8 FIRF-UNE SrWAGE �' �' x Ex. li.d.a. f: a - Inv =66 x 670.97 ENTRANCE r ... Rim f ` 0.5 z 670.41 ENTRANCE 8.? � A 15LCMP =6 f •� .. 43.63 / �' 124.90' _ Inv=639.35r i r�_nv.'79,1 �, 670.20 X �,'�' u"" _ _ -� _ ...1 _ nV,a r' s7o.79 '� x sit 02'- G f, 669.46 TM 55 A PCL. 3 ;/ /: \ .. E . . , .....�' .......... \ `c � aa''•' - O C 3 - / } pr- Jr / O°.. ....... y'ti7 �r'i1"� rc CARLYIE & ANDERSON, INC. - ; 673.0 ZONED: M2 ` J _ F X r .... ........ ' .... ; ' ::.r» 1�.._e`•• j J1 1 USE: HEAVY COMMERCIAL �_ ........ ... ; , ,,,;, �':a:. ��-:4:�. 1, c , ?t,i :.;; , .'• 7a' E VER$E TTER SLOE / t / ,. ! SF ....... . ' t :..:;1 ^w,;..:-,< ��•'3 i LATC %� \ ..5 .'. .'. .. . .�. . ... . . w's•,i ..�y,.•�l�i r�rrri r.�.," t..Y.'�T;.+, 12. ,�..i 674.8 ^• i�CLEANO ... .... ..... ... ............. 1 .. ,+.: t,� •ia.•:::;� ;,�iio f ;Y "5�/ ! E 4 ....'. ......QNT SETBACK ...... ', i ... s +. �:�'` `•a`'r'• r, �a: `':+.:',•.: / I 1 BUFFER DISTANCE WAIVER AS PER T 4 ' ` ^;' ' :•:•. �. ! i 12-06-1995 PLANNING COMMISSION LATER INVERT = 65 �... --���. ....... :fir...-:�,..r •�.,.. t,�' �! ! .. .. .... .. .. ..... .. ( ..... ..... ........ .. .... :� .r.. A APPROVAL. r /// / 1 i + �... .�`` .I� "� .. ,.tj4 ; ilk y rf Y� j 669 J.'.. t} �. si, K. 1 .... .. .. I ........ 's' `i �" f .! f/ 1 �.;.'. .. ..... NOTE TO CONTRACTOR: i Q ! ... " ...... ... , t .. .. .... .. ......... ... PRESERVE EXISTING TREES AND ��/ y c�,ti:`:.r j•::::;:`r : _. "` t ` /` I '� h, /, VEGETATION WITHIN THE AREA �! / 7 / �.... ! .. ,� Y . f y. E 6 / i d t \ 66 ... .... ..... .. ..... `3;.�e`�.r R�' ` ,► ..:.. • p�C T BETWEEN THE 10' LANDSCAPE /e 6?4 �. �` '::;�:f��?,`•r,�r�ao '�:;.`: �, j-"��C'F I /Nq S' SCREEN AND THE REAR PROPERTY � 6 �. .. .... .. s,.;.. n 1. ti Y.... LINE WHERE POSSIBLE FOR ADDITIONAL ti F \ j..' , .'.' ,�4.�.c''ti�s,:.,; ;r=r•, .•, •�.� G� 1 Z + o SCREENING. CONTACT COUNTY .....'....�.. ...'. , . . ....... r, = Y 't,: C,! {$£ �,•.a.s. 67s PLANNING STAFF PRIOR TO / OF /1 ... 66. 0 .... Z0,3.. t'•� %r- /• 4, r 1 a, DISTURBANCE OF EXISTING TREES 1 t .. (, J/. A. .' �.... .��i f.�� ;':�o�G� Gti�1 AND VEGETATION TO DETERMINE Q 6er.0 4 RF�.... `.. CLASS Al RIPRAP .f, ADEQUACY OF ADDITIONAL (� l I + . x..: �jy 1 .. ..... n, 3 . F O� / BENCHMARK-2 Nails LANDSCAPING. / � h.' '. ... � .. '.'.\. '... ST � ..'.. '.'. .. '669-'4". <.,�.. .rp, : co/ �RQ 9 '` x �� �O1 /! r.c. 7 f! n Power Pole 1 x 876.3 Elev.=677.26 `. S F . �.. T �� s TM 55 (A) PCL. 34 0 / }F` \�� ` ; ZONED: 83 VAN ACCESSIBLE �. ..... .'_ .. _ HANDICAP SIGN X 670L x SF 0 %E 671.*, / j Q' Qc,� �, 3�� dL 1,680 () ` HErGHT 1F PN�F M ' 6�6 ,-'' c 1 �m� TIN 55 (A) PCL 35 TM 55 A PCL. 32A /� / / 82 ' CARL YLE & ANDERSON, INC. ;f ,� 6 , � ; MANUFAC70RED FF' t c LAURA L. MCFARLAND 6" 2 -g _ ZONED: M2 1' -��'Fq ��rr•• f MOD HOME c� t 4• /,; s76 to / oo ZONED: 82 iy USE: COMMERCIAL & INDUSTRIAL i / SF �gNpsLgP ! FF�676 �" c �� ' } USE: COMMERCIAL ,,f SeR Fiy;! _-•, PGA- vv �/.>,• s;6.es , � . � I � 7py9,� 'E L SN X O? I i °ncgj0.6 l� t� 6' HIGH FULL SCREEN FENCE / 10' WIDE LANDSCAPE SCREENING AREA (SEE DETAIL SHEET 3) d. V f 18'" HIGH ` fli f, lr / RIPRAP BER / �F�\ f � l r NV.IN=652.00 ,y 67705 i JO TM 55 (A) PCL. 37 LAURA L. MCFARLAND SF /e ` ° ! _� ♦ ZONED: 82 USE: COMMERCIAL Ri -645 1� 6,� Y 6t766.9s 680.9 v. = 63 39 ! Jr 7M 5,5 (A) PCL. 1NV.00T-642.00 L. C. FRANKLIN P K ZONED: -UH-1 �, x 683.4 / USE MOBILE HOME K 800 CLLASS Al RIPRA x 684.0 Q �sl OD j --- 3 N� N F6�NKtIN TIN 55B (A) PCL. 2 CHRISS & PANAQIOTA POULOS MOPIL. HOME PACK TM 55B (A) PCL. 3 RALPH W LINA13UPG TM 55B (A) PCL 4 PARAMONT TERMITE CONTROL TM 558 (A) PCL 5 PAULINE D. MCKENZIE TM 558 (2)(1) PCL 7 =t LINDA K. ?IMBROOK ZONED: RP USE: RESIDENTIAL Site Development Summary �EXISTTIPI;ZOTARE•A� 575n AC. ZONING 83 CURRENT USE VACANT SETBACKS: FRONT 50' SIDE 50' REAR 20' OFFICE FLOOR AREA 1,680 SF PARKING SPACES REQUIRED 9 1/400 SF OFFICE 16801400 = 4.2 1/3000 OUTSIDE DISPLAY' 12, 24013000 = 4 08 4.02+4.08=8.28 OR 9 HANDICAP SPACES REQUIRED 1 PARKING SPACES PROVIDED 8 HANDICAP SPACES PROVIDED 1 TOTAL SPACES PROVIDED 9 PARKING LOT LANDSCAPING PERIMETER TREES REQUIRED 7 PERIMETER TREES PROVIDED 7 INTERIOR TREES REQUIRED 1 INTERIOR TREES PROVIDED I LANDSCAPED AREA REQUIRED '(257.) 1.8465 AC. LANDSCAPED AREA PROVIDED 2,5742 AC, DISTURBED AREA 2.3374 AC, FAR REQUIRED 1.090 FAR PROVIDED 0.45 PROPERTY ID TM 55 (A) PCL. 34 OUTDOOR STORAGE AREAS NONE OUTDOOR TRACH RECEPTACALS NONE LANDSCAPE SCREEN AREA PLANTS REQUIRED 162 , 00 540' ® 3 PLANTS PER 10' Z 1/3 DECIDUOUS 54 - J 2/3 EVERGREEN 1Q8 �- (54 PINE 8 54 ARBORVITE) PLANTS PROVIDED PROM E 162 �- 6" 21-8 Section A -A TM 55B (2) (1) PCL. 3 CHARLES R. & FAY E. SELL ZONED: RP USE: RESIDENTIAL H OF � Flr0Vu S!Ti_ PLAN 0, ,�1 d t' ALD A. WSLONSKY, JR. 7 TM 55B (2) (1) PCL. 5 / 96 0 NO. 020674 HARLES R. &FAY E. SELL to �AT // L ZONED: RP �"-'- 1, -� �146 USE: RESIDENTIAL Q- GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. 1 12111195 REVISED BUFFERS, SEWER LATERAL, & DETENTION POND STRUCTURE. JLW RAM EXISTING (TRADE of TAIL I OETAiI 2 DETAIL 3 M f • ^- B EC 1 i ,L< Top of berm at 658A %' j ��(l1 CHP HALF PL AN c 6 HALF- r AN 9 HALF PLAN + • �•Jj im - 655J5 — TYPE 4 \ I TYPE A l 1 1 TYPE A J'' f i� 1 4 TREATMENT \ 1 I o ! TREATMENT o i TREATMENT 0 1nY, = 652.E Emergency overflow at 656,5 12 �"� Class Al rip rap lining on crest I t I Class 1 rip rap Using on chaiel over slope 24" — __ — —. A I A + A h.i.r r A ( I Proposed gra PROPOSED GRADE- - I, ° t • -' �4. I /Clay VDOT CLASS 1r nt 1 ijS t►F R K RIP RAP0 EMBAN MENT AND RISERDETAILS SEE SEC714N THIS SHEET.►4ALF PLAN _J-HALF PLANTYPE 8 6 TYPE B TYPE BTREATMENT TREATMENT B TREATMENT Er�bankroent•' e 6' orificeat 652.0 r«- 652 _ _ FILTER FABRIC-J " - 15'CWat18,21 r ,,., �_•� �,r, Inv, But 642,0 F,.., Ca. as"" RV "°' � F.« CA«6aww 5' x 5' x 18' Conc Pal. 6'x6' WWF Ef, set riser 24� _� Embankment to be placed and compacted in 8' lifts. OUTFALL CHANNEL SECTION SECTION A -A F+rCe• SECTION . +.-Wn d' � 4ECTKXI A-A.p,y�y,y<,,,n+ws..cM"rr+mcai•+.on. 6 t1 base. Use 6 x 6 z 2' leveling stone 24' Na to�soii, orcptbc' s, or stones greater than � ter 649 ���0 649 (DOWNSTREAM OF EMBANKMENT) nr.Rm shall used. Mat vial shall o compacted Of ,. «..e•..•. „.««»,.•. o....».NOM » »...n w• w»c+.« «n•,r ,n. �.... 4' x 4' x 4' Conc Pad 6'x6' WWF maximum derlslty at 2! optimum pasture, - _ one face, Use 2' leveling stone Anti -Seep Collars to be 4' x 4' and Cla Core to extend 5 ft bey ends of embankment, O. •nrfw3.1 n " M•.. nM•,»�.«. r•w••M ww td.ntl e.<•r...n, ..+.�< �e y be placed 24 ft. part, centered on the Orel 2 ft below ex1sty� gro he top of the care shall be c j►— - - fA.so - -- --- «..., ...•K,� ....<•,». ,n «.».......... »» M K..,•.n<...." embankment• Qne of tro shown Elv 655.75 Depth of Core ch gl o l_ __ D _ 1.'• ._ a _-._ _ Tlv.'• r...wr�+ r M w MK,frrr .n n.. w•n. re r VQn 1$ nl, actual r^' r--� r aired depth should be deternrtad by s s speclnUst ,p• B IJ Tnr 1q 6 M h .w.r rwri w i�+�ea r occaaonc..nn .ec,an � a� tFtP tY1C' Of COIi5tr11Ct(Of► l4nxi'tNl SIdP slope IS 1�1 -17 a,e 09. rrro+ r,N M. r«+.a. s.». w a 6 mo, nr cno•ea .nn i:ne mo»,,.� U Clay core material shall meet the followNg: h oo. Unified classification, SK SC M MN, CL or CN. 646 h 646 Rq R., f,.• u„n uae.q ,......r. ... •n «..� ,ro.r • «.."..n« Particle size; 100% passing I/ sieve Q C w,n tM s.o<•I,Co,.o.. W C REQUEST PR DIFFER (revised) 4 W Iva. Mildred F. Cole, owner, , Y R„ R.o Mr. John Tauber, lessee HALF PLAN HALF PLAN F'"« Cam Detention Onti rlbankrlent TYPE A TYPE B s"��� Section U 643 0 ___��--______- 643 MANUFACTURED HOME MODEL DISPLAY AND SALES SECTION 8-8 S Route 7 East - Berryville Pike - Stonewall District • Tax Parcel 35-A-34 Ct • U" T•p[a Seem •n•... m M«.. « no<,no� u.• ~C"fff ",.,n<., en. an a"n o, MM0 Ward Wa Preliminary Matters ~ — b _ � z Pursuant to Section 15.1 - 491.1 et sea•, of the code of Virginia, 1950, as amended, and the provisions of the Frederick > Coun Zontn Crdinance with respect to conditional zoning, the undersigned applicant hereby proffers that th the event the SPECIFICATION 640 ,;; ? z 64o County g REFERENCE I STONE FOR EROSION CONTROL 1/? S rDfoo Board Of Supervisors of Frederick County, jr shall shall approve the rezoning application for the rezontY shall be done 205 VIRGNIA DEPARTMENT 1/2" St ref n t8 Rebar, Tack Weld to Business General Zoning District to the B-3 Industrial Transition Zoning District, development of the subject303 25e N Cylinder o r\ in conformity with the terms and conditions set forth herein, except to the extent that such terms and conditions may be ale TRANSPORTATION II401 subsequently amended or revised by the applicant end such be approved by the Frederick County Board of Supervisors in T accordance with Virginia law. In the event that such rezoning is not granted, then these proffers shall be deemed withdrawn and 7 of no effect whatsoever. These proffers shall be binding upon the applicant and their legal suaceasors or assigns. 48' 15' CM0+00 0+50 \#5 Bar Ef. �n«al UtyeloRment Plen a_n_d Usea SILT FENCE CULVERT INLET The development of the subject property and the submission of any Site Development Plan will provide for a layout that PROTECTION goo psi Concrete CULVERT PROFILE incorporates the planned improvements for structures, parking and commercial entrances require by Fred as Zoning cellar 12' thick Ordinance site development standards. The rezoned property shall not be subdivided. SCALE: H: 1 "=30 • The rezoned property shall be used for manufactured home model display and sales with associated sales office. oa�1 � 48' —� ---- .--------------- - PLAN fdonetary ConU-i1ZkfiQ1LQfevelo fW D��---T-- ANTI—SEEPLA DETAIL The undersigned, who intends to lease the below described property to Mr. John Tauber, hereby voluntarily proffers that To[ MI3 i- not to scalp Top - 14 Ea Corr Meta4Ta[k CULVOK the 2.1514 acre tract, more or less lying on Weld to Top Ail Around if the Board of Supervisors for the County of Frederick, Virginia approves the rezoning for \, the south side of Route 7 (Berryville Pike) just east of the intersection of Regency Lakes Drive in the Stonewall Magisterial District of Frederick County, Virginia from B-2 to B-3, the leassee wilt pay to the Greenwood Volunteer Fire and Rescue Company, at the time _ t Cylinder - 14 Go Corr Metal a building permit is issued, the sum of One •i'housand three hundred thirteen dollars and eleven cents (S1,313.11) for Fire and 88 Rebor, Tack Weld to Rescue Emergency Services cosh + come_ 17' The conditions proffered above shall be binding upon the heirs, executors, administrators, assigns, and successors in Interest of the --- -- ---�-- ------ ---- ------ Applicant and Owner. In the event the Frederick County Board of Supervisors grant said rezoning and accepts these conditions,-- CG-6 the proffered conditions shall apply to the land rezoned in addition to other requirements set forth in the Frederick County Code. , roc o► ra1 2' CoTIL• Block Spacer 4' SIDEWALK B6' CMP, top = 655.75------- _ SLT FENCE c • DWANcE Is6' W#4iWUU I TOWARD A"s MENT F FLOW 4" CONCRETE L FLOW 36F SECTION A -A 6" 21-B TRASH RACK/ANTI-VORTEX DEVICE not to scale TYPICAL SIDEWALK DETAIL CONSTRUCTION OF A SILT FENCE STONE CONSTRUCTION ENTRANCE (WITHOUT WIRE SUPPORT) I SET THE STAKES 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF 70' tak EXI11" STAKES e.VO4"7 A 6, MAx S:1 METER BOX HARDWARE SERVICE METER i rLTEN CLOT" � A ""TARX "ERN PIPING METER SIZE YOKE # B!OX *1 METER BOX COVER DIA. 01A. ` all SIDE ELEVATION FORD NON- TRAFFIC FORD C32 3/4" 5/8" x3/4" (20 GPM) Y502 18 /n. TRAFFIC FORD CJ2H -� ExrSTIN6 r�sta 5/8" x3/4" (20 GPM) FORD l FORD N0. 30 MONITOR +i�j" 1 Y 4 24 in. COVER W RM -1 ^ TOP I tsar r I/ / T 1 " 3/4 " (30 GPM) FORD 24I in FORD NO. 30 MONITOR 111 t •• a WAta�ACK Ir ► K RM -1 l 4 —+— FORD FORD NO 30 MONITOR } 1 ' 1- (50 GPM) Y504 24 In. COVER Wl RML-12 TOP L100 STAPLE FILTER MATERIAL 4 BACKPILL AND COMPACT R1 IN NON -TRAFFIC AREAS - 1/2' THICK POLYETHELENE PLASAC TO STAKES AND EXTEND THE EXCAVATED SOIL Iz XIIL �.--- nr T IN TRAFFIC AREAS - REINFORCED CONCRETE W11H 3" THICK WALLS SDR JS t 5OR J5 spigot r R IT INTO THE TRENCH •2 1N TRAFFIC AREAS - 3/4" x 30" x 30' STEEiL PLATE KITH 22" DIA. CENTERED a " bell 4�Seb�s�d oSDR e�tetsd OPENING AND TAR COA iTED BOTH SIDES IS TO BE 2' / COuasc A"AL13ATE a rrol.crrT PLACED BETK£EN LID &. REINFORCED CONCRETE BOX TO k r vaor ., ` rRrwtTin ocPMITtVE ICE �w�c IOI MR tocarar peg i .L , + 3. I.- , •.•.,\•. +.+ i'ti y+1'4. {` {n. ' -�• / MUST EXTEND F NCRESS AND EGRESS treated 2"x 4" with Nil E TE uu Mlopi tt �� ,,Ta h ';> -� ;,.> .��:;z �:�• AMERICAN ARBOR VITE OR EQUAL • orcRAnoN PLAN VIEW top 6" painted blue v '` 1• "'' MIN 4' NV HEIGHT Ir Lr. r meter cover set 2" above 1;am fin. grade pri zaet"d SHEET FLOW INSTALLATION varies as required to soddrhg 1 JS e'X4' pipe hangs — WHITE PINE OR EQUAL (PERSPECTIVE VIEW) gasketed dNi wyeX.H 4Q �- MIN. 4• IN HEIGHT I I riITCR CLOTH SECTION A —A wtwd cap 10 (2/3 EVERGREEN) l t or r, corporatio stop 3" stone bedding 8'- 2'1" meter b y F.C.S.A. surrounding box deep t+ props y A ter box 36" min. an 1 heck valve 18" --ARISTOCRAT PEAR OR EQUAL with sin valve g /� MIN. 4' IN HEIGHT ` / 45• � 8" miin. �--bol! valve -`-- (113 DECIDUOUS) angle yoke POINTS A SHOULD BE HIGHER THAN POINT B REINFORCrn CONCRETE NtMN SPACE water main ft. co •i+4ti4lMy� DRA(FRONTAELEVATION TION 6" stone bedding � � � SECTION 8-8 type K copper tubing continuous .��`� i7r.•�dM-- -� - without joints from main to meter �.. NOTE., Exact location o1 meter box assembly " :"^• { Y ?Jir T 'r` �., �� ,.,.• .. �, ,+,n,t„ca4�%r' t;;�, a{ . ' tC ». �' 4.1�tSt (1NI"�Y, 4 to be approved prior to installation. ,.•,;�;�. �: 4 '": 2 2127196 REVISED PER FREDERICK COUNTY PLANNING COMMENTS. JLW SMG METER SETTING PARTS �a ' . Zi tr.attd Yx �' »ttn •41' f} �(1 S"'"' �k� 1 211196 REVISED PER COMMENTS. JLW SMG transition to 3 '� 6 pd�r.d ie14 v� LINE METER YOKE ANGLE YOKE ANGLE CHECK EXPANSION meter setting `''` A IC) tiN>re BALL VALVE VAC WHEEL as required face. of curb 4'Poe at 2.00% 4 ^ \ r 4` S 6 xJ 4• Y502 BA94-223W HHCA94-3237D-tar EC-23 minimum grode BA94-,344W - _ _ 4W DRAWING N 1" 3 4" Y504 HHCA94 3237D GS EC 2.3 1' type K copper m�¢��#*f' .i00 ,TAUBER.DWt I 1" Y504 BA94-444W HHCA94-4447D-G; EC-4 curb & gutter "4 DATE: er 3/4" type K copper for b> ,�' Professional Mobile Home Brokers Inc. OCTOBER 18, 1 single meter installation 1 " x 3/4" wye :r• 5054 Dual Meter Instollotion-t�10' Gilbert W. Clifford and Associates, Inc. Miscellaneous Profiles & Details SHEET GRAVITY SEWER SERVICE LATERAL Engineers Land Planners Surveyors 5/8", 3/4", & 1" METER INSTALLATION Fgure ,5 LANDSCAPING DETAIL CROSS SECTION 150 C Ode Greenwich Dr. 200North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 Figure .5 (540) 848-2115 (540) 667-2139 Frederick County, Virginia 3 gilbert w. cli f f ord & associates, inc. 200 North Cameron Street • Winchester, Virginia 22601 540-667-2139 • Fax: 540-665-0493 October 23,1995 Mr. Kris Tierney Frederick County Planning Department C-c� o 107 N. Kent Street �`�r'--3 Winchester, Virginia 22601 ®G�, RE: Site Plan for Mr. John Tauber Professional Mobile Home Sales Route 7 East - Mildred Cole Property dQ Dear Kris, In accord with §165.37 Buffer and Screening Requirements; paragraph D (5) of the Frederick County Zoning Ordinance we request that the Planning Commission consider reducing (waiving) the required buffer distance to 25 feet; and, that the screening be reduced to two rows of white pines along the rear property line of the above referenced property. The attached plat illustrates existing required distance buffers and screening for the site. The request for the Planning Commission to waive or rather, in this case, reduce the buffer distance and screening is due to the following listed conditions of the site and proposed uses: • The uses proposed for the site are allowed on the adjoining property known as the Franklin Mobile Home Park and zoned MH-1. Model mobile homes are proposed for sale by Mr. Tauber. • A fifty foot (50") distance buffer with full screening currently exists for the Franklin Mobile Home Park. An existing wall and fence serve to screen the two propoerties. • The narrowness and shape of the piece of property for the proposed mobile home sales is a special condition or feature of the site that is not commonly shared by other properties in this area or the B-3 zone. Mr. Kris Tierney Site Plan for Mr. John Tauber October 23,1995 • Page 2 The use of the adjacent property impacts the conditions of the site proposed for development since a distance buffer and screen is in place for the existing adjoining similar mobile home uses. The placement of full required distance buffers would create an undue hardship upon the property, greatly reducing the developable area. It is not a hardship that is generally shared by other properties and the reduction of buffers and screens would not be of substantial detriment to the adjacent properties. The required buffer distance for a "C" type buffer is 100 total feet with a full screen and 200 total feet with a landscape screen for the portion of the site that adjoins Franklin Mobile Home park zoned MH-1. Model home uses are in both zones and a distance buffer with full screen is in existance between the uses a waiver or reduction is requested. Since distance buffers are based upon the nature of an activity and are required to protect existing adjacent uses the existing buffer distance of fifty feet (50') and existing wall and fence appears satisfactory. The additional 25' proposed exceeds the required setback and enlarges the total buffer area to seventy-five feet (75'). Thank you in advance for your consideration of this request. Sincerely, gilbert w. clifford & associates, inc. �i ZgjjP� ca sv l o Stephen M. Gyurisin�� c�'i oc T SMG/cls attachment y inv.IX630.3 Rim-654.65 (—I Inv.-649.85 T — — — — — — — — — — — M6 67 E.P. 664-14 VA C T tj u 1 E 7 E. P. W 70 (E.B.L.) 02 660 In v. -664 00 02 Inv. - 6,64 00 6627 6640 15* Up Dec. 6a6,6. 7 667.501 7 4 Rim-64,45-<1 43.6 iv.-639-35 69 34 669. i4 ER d". 71 f 72 670.97 (")WP /I X/ 67t c202--66 974,5 1 — 001I Ar '7j —BENCHMARK-2 Nods in Power Pole Elov.-677.26 O"'a & L EDGE Land Surveyors, P.L.C. 1,39 North C,,- to (703) 667,M Fax 60-OW V W Maki rto Hydront Ea' )o of Pavefr*nt TOP of CO.,) 0 'v of the If J.&J"A '95 T, J Frevdr,.,,�.Ack j ANI- 54' �Fl. , 'SPI/I