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Home My WebLink About59-00 Amazing Motors - Proposed Used Car Lot - Shawnee - Backfile3 0 0 3 . ONE STORY FRAME DWELLING F F.E.=744 53 PROPOSED OFFICE AREA z o 0 a c� *F F E. = PIN 64B-A-18 MELCO, INC. DB 779 PG 1545 ZONED: B2 USE: RESIDENTIAL 6236 5C7"" E 274.09' - - WIRE FENCE - ACCESSIBLE 4 SPACES PROJECT SUMMARY TAX IDENTIFICATION NUMBER ADDRESS 648-A-19 381 FRONT ROYAL PIKE/.► LEGEND. ABBREVIATION CO F.F.E. A. DEFINITION SANITARY CLEAN OUT 01 •, - r FINISHED FLOOR ELEV. _ ; . �. r t,< �''-N° ZONING B-2 FIRE HYDRANT Q Id CURRENT USE VACANT RESIDENTIALFH PROPOSED USE USED VEHICLE SALES GA GUY ANCHOR: LOT AREA 0.9488 ACRES OS SANITARY MANHOLE 1• _ f • i ��` .y �• >`,. FAR ALLOWED 1.0• TW. TWIN ` ` •/ , � •P• ' SETBACK$ BE4l�1BEQ PROVDED WM WA TER METER FROM 50' 24' (EX) WPP WOOD POWER POLE SIDE 15' 31' (EX.) WTP WOOD TELE POLE ►.; REAR 15' 91' (EX.) WV WATER VALVE MAX. BLDG. HEIGHT 35 24' (EX.) ASH AREA DISTURBED 0.5 ACRESLAJ a OUTDOOR STORAGE AREAS 5,000 S.F. ; ELM OUTDOOR TRASH RECEPTACLES NONE - ; •d t - '` �i' IN MINIMUM LANDSCAPED AREA 6,199 S.F. 15% MAPLE < ' ` . s~•re�r (n o LANDSCAPED AREA PROVIDED 17,775 S.F. 43% O WALNUT r `•, - • �r-..�:j • ' Z _ ''- I¢ iF- BUYDING AREA IR� IRON ROD SET j` :'.* 'I + . 1 T • 'w J _ c Q ,- I� ASSOCIATED STORAGE 2,469 S.F. IRF IRON ROD FOUND •' ! � �' � z I OFFICE AREA 510 S.F. f `' , ' . , ' •` ROUTE (1.-20) (1 H. C, ASS.) TOTAL AREA 2,979 S.F. Lv Q �m FAR PROVIDED .06 _ _ ` . ..; ci ii ' W PROVIDE APPROPRIATE POLE MOUNTED P TW GENERATION - �', =} 1 HAND/CAPPED PARKING NOTIFICATION. OFFICE 1.3 Al ��'J1 .. W 50' AMP AT 1 1 - rM, 6TN EDrn0N EEEE,STIIMAATES THM3 ` a_ - PROPOSED CONC. I ACCESSORY STORAGE 2.5 (91 jl000Ss.F.) SRE AT FRJLL• DEVELOPI�NT WILL LOCATION MAP Cn 41 C SCALE 1 2000 0 0 0 0 GENERATE 42 T.P.D. (OODE 841) d � cV) Lj L" EX. COW WALK EX. EX. BLOCK:�� 740.0 RET. WALL EX ONE STORY v EX BLOCM^ VDOT ` -- - u'd 0 45 WFIEEL STOPS I OUTDOOR STORAGE 1.7 (O1 /3D00 S.F.) CC-12 [743 70 EX 1 1 /2 STORY FRAME DWELLING J381 744.i0 a EX. ONE STORY FRAME GARAGE F.F.E=740.67 3-tI I0.50 ! s MATCH EX. PAVEMENT_ RET WALL 4 a W00'--,L O' 0, BLOCK & FRAME \ ( YP ) GARAGE LINE AND GRADE On ynJ' TAPER OF CUR TO EX PAVEMENT �0 -O� b G 0 G � Z3 � o a Qr �O �2 w F.F.E.=739.62 3 � ' ' VDOT EX. ASPHAL 2 CG-6 BLOCK CHIMNEY, \'�VDOT N� 741.35 P ONC 3. PAD- A•Q� CG-6 12' [41.50 V 9' (TYP.) 40.50 741.70 10.3 / DELINEA TE PARKING -20 WITH CONC. WHEEL STOPS 741.25 a /�oT 5 0 0 /S. F-. SE D (�, A R CG-6 S TORA t 7E AN 1 SPL.14 Y WO \ a CG-6 -- + - 11 C1 4'- 740.15 74756 739.50 1�34-5p� SF SF Jr -- -- -- 7V 617255" W 21764 HMA K % 2 NAILS /N WTP ,013 714 ELEV. = 741.99 PROPOSED GRAVEL TO BE REM, OVER AREA TO BE TOPSOIZED AND SEEDED IN ACCORDANCE WITH GENERAL NOTE E5-5: EXISTING GRAVEL AREA TO BE OVERLAIN WITH A MIN 2" SM-2A ASPHAL T PAVEMEN.T PROVIDE 21,9 B4 SE STONE AS NECESSARY TO ENSURE SMOOTH FINISHED SLOPE AND POSITIVE ORA/NAt E. EXISTING GRASS AREA TO BE PAVED WITH A M/N. 8 " 21 B AND 2 " SM-2A. PROVIDE ADD Z 219 BASE STONE AS NECESSRRy TO ENSURE SMOOTH FINISHED SZ OPE AND POSITIVE DRAIIVAr,E NOTES: 1. THE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED OCTOBER 2, 200C. 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. 3 NO TITLE REPORT FURNISHED; THEREFORE, THERE MAY BE ENCUMBRANCES AFFECTING THIS PROPERTY THAT ARE NOT SHOWN ON THIS PLAT. 2' CONC FLUME, PROVIDE PIN 64-A-A 05 CU. ?D. CL Al RIPRAP SHENANDOAH UNIVERSITY \ DB 924 PG 973 \ ZONED B2 USE: VACANT OR,,4PH/C90, 4LE 20 70 0 20 40 I I ( /N FEET 1 inch - 20 ft. STONE CONSTRUCTION ENTRANCE 70' MPi. EXISTING PAVEMENT 'A 3. s:1 1 rILrEP CLOTH 6 MIN I A MOUNTABLE BERM (OPTIONAL) EXISTING GROUND 70' WIN 1 :.. :r..; �.r..r••r. �.PAVEMENT .... �.•��. ...... :fir-sr.�rrt.�r. ... '��: POSITIVE DR D" ..• •; rC3URSE AGGREGATE TO SEDIMENT EXTENDMUST FULL WIDTH WRIESS AND EGRESS OPERATIONOF 1'•'1'•1'•'•1'•�:�1'•'1:•1'•1'•1:•�'•1'•1 IV MIN. 11=11=11 A A A A: i11 FILTER CLOT SECTION A -A REI••►tA« v 1. M•A.RLlt DWAIN :PALL SECTION B-B SOURCE: ADAPTED from IM IIIIII W Nind" for Sal •radon and Sedanerd 1, and ya DW TOTAL STD, SPACES REQ'D. 5.5 wct� � Uj � ,� CONTRACTOR TO VFRIFY EXISTING STD. SPACEPROVIDED 6 UPON IMPLEMENTATION OF THIS CONSTRUCTION NOTES 139.50 SEPTIC DRAIN FEILD IS OUTSIDE HANDICAP SPACES REQ'D. 1 CLAN THE PROPERTY MIL NO GENERAL o CD o o;o HANDICAP SPACES PROVIDED 1 ;LONGER BE IN RESIDENTIAL USE. I The contractor shall furnish all materials, labor and equipment and rform all work including restoration for the Q r- co co 739.25 PROPOSED CONSTRUCTION LIMITS �f� 9 completed r- installation of the utility systems and all other improvements shown or impplied as necessary for the it PARKING LANDSCAPING BUILDING MOUNTED LIGHTING WILL completed facility ready for use. Unless otherwise noted, specifications for all work 10 be in accordance with cam, o 0 CN PERIMETER TREES REQUIRED 4 AT 1 40' applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia I < o, > ( / ) BE UPLIZED. IT SHALL BE SHIELDED Department of Health, Frederick County, and the contract documents. N �� j-iLn = c� PERIMETER TREES PROVIDED 4 TO PREVENT SPILLAGE TO OFF SITE. 2. The en ggineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown Q TCH EX. SIDEWALK I a The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the ` IE AND GRADE Cc INTERIOR TREES REQUIRED 1 (AT 1/10 SP.) contractors responsibility The contractor shall notify all utility companies 72 hours prior to construction. Call 'Miss z o iT N INTERIOR TREES PROVIDED 1 Utility 1-800-257-17 . a a a? 3 The contractor shall be responsible for all construction stakeout All dimensions, elevations and locations shall g' 9 PARKING LOT LANDSCAPING REQ'D. 60 S.F. (5% x 1200) be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. O' PARKING LOT LANDSCAPING PROVIDED }28 S.F. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to wa ^I the attention of the Engineer and/or the Owner.^.. EXISTING STRUCTURES SHALL COMPLY WITH VIRGINIA 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit . 0) _ MA TCH EX. PA VEMENT conditions imposed. .. UNIFORM STATE WIDE BUILDW CODE AND SECTIONS 6 All radi P for improvements to be confined to the project area. An work performed offsite is the Contractor's > " LINE AND GRADE 9 � P P f y Pe >. 304, BUSINESS NAD 311, STORAGE OF THE BOCA responsibility. f+ N a _ END CG--6 I NATIONAL BUILDING CODE/1996. OTHER CODES 7 Cutsheets shall be submitted to the Engineer for approvol prior to ordering structures and start of construction. �� w ` Q LL BEGIN WHEEL TOPS I O THAT APPLY ARE CABO All17.1-92 ACCESSIBLE All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation.SABV chi AND USABLE BUILDINGS Ain FADLmES. EROSION CONTROL -- - --- _9 9 E v CHANGE OF USE PERMIT IS REQUIRED FOR 1 A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obteined from 0 P R Frederick County is EXISITNG RESIDENCE PRIOR TO RENOVATIONS. 2 Temporary and permanent erosion control structures and methods to be in accordance with the Virginia CD NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER Erosion Control Guidelines and local ordinances and to be utilized during the construction period. G R , ENVIRONMENTAL FEATURES EXIST. 3. All erosion control structures shown or as required during construc ion shall be continuously maintained 739.33 throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed ALL FIRE LANES TO BE MARKED AND POSTED PER at the earliest possible date after establishing grade. No area is to remain denuded for more than 1 calendar days FREDERICK COUNTY FIRE MARSHAV.L REQUIREMENTS. when construction is not in progress. �--2 SPACES l 44. Contractor to cleon up and restore disturbed areas immediately upon completion of pipe -laying in the affected NEW ELECTRIC do TELEPHONE SERVICE TO OFFICE 0- OR WAREHOUSE TO BE UNDERGROUND. ertil All ed, seeeeded compacted s of the and mulchedhich are disturbed be by beswatered and aired or provided to tprovide a HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT good lawn quality grass cover Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 1.5 CU. S. CL. HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE FIRE do RESCUE ROUTE SLOPE CANNOT EXCEED 1:20. Al RIP AP HANDICAPPED ACCESS StiAll MEET ANSI 117.1 SECTION 4.1 1. Burning of land clearing debris requires a permit from the County Fire Marshall. Bunning of construction debris on site is prohibited. 0 • SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 2. Access for emergent vehicles must be maintained at all times during construction. Temporary street signs ALL GRADES SHOWN ARE l 10 FT. FROM PROP LINES. MAX. SIGN HEIGHT= 35`. MAX. must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire TO TOP OF PA VEMENT l hydrants. Fire Hydrants are not to be obstructed of any time. SIGN HEIGHT= 35'. MAX. SIGN AREA-- 100 S.F 739.25 2' CONC. FLUME, PROVIDE 0. 5 CU. ID. CL A 1 RIPRAP CONSTRUCTION OF (WITHOUT WIRE 1. SET THE STAKES, i - II s. STAPLE FILTER IIATRRIAL TO STAKES AND END rr Il(ITO THE TRENCH. A SIL T FENCE SUPPORT) 2. EXCAVATE A 4'X 4" TRENCH UPSWPE ALONG THE LINE OF STAKES. 4� IIII u 4• 4. BACKF LL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VM-W) POINTS A SHOULD BE HIGHER THAN POINT B. L� DRAINAGEWAY INSTALLATION _(F'R_O_NT ELEVATION) _ Pkile 3.02-1 t= AdgW bw hd Wiot d Sew and hMc Ater Baerin far 9eioot 00le0L DW OUR 3.164 Srrwoad ad R1oi Prune codommate leaders Prune rubbing 3r -- cross branches DO NOT stake or wrop trunk: unless necessary \ Remove all taps and labels Cut away all baling ropes - -� i Remove top of wire basket Widen and score hole wall Remove container and cut circling Leave solid soil pedestal `do roots if container -grown, or as much not dig deeper than boll depth budop as possible if field grown - D(1 NOT prune terminal leader or branch tips ®_"'___ ---Prune narrow crotch angles and water spouts Prune broken branches ' Prime suckers / �2"-3' mulch kept away from trunk FSoil well to contain water /---UNAMENDED backfill soil Partially bockfill, water to settle soil, finish backfilling Area for water dramcge j Dig hole 2-3 times root ball width TREE PLANTER DETAIL 3 2 1 9�� +i W b A QD Silt>ww 122 ,y _`' z a:�ti X0UJNNz0t I ao v O � Q � CY SEEDING NOTES: ; Q, U Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: v E- 200 Ibs Tall Fescue per oc. Q 12 lb. Annual Rye per oc. (� 1000 Ibs. 10-20-20 Fertilizer per oc. 2 tons agricultural limestone per oc W 2 tons straw mulch Per oc IAJ h ^ Permanent seeding will occur as the final phase of construction I_ 0 a f _ 1 Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not ✓a r yet at final grade shall be as follows: a_ . [, 60 !bs German Millet per oc. (May through September) Z ¢, f w 60 lb. Annual Rye per oc. (October through April) w 450 Ibs. 10-20-20 Fertilizer per ac U_• W 2 tons agricultural limestone per ac �. q 2 tons straw mulch per ac. O Seeded areas to be watered and cared for as necessary to provide gross emergence. f- ` s w DEVELOPER OWNERS v AMAZING MOTORS MELCO, INC. 687 N. LOUDOUN STREET 609 CEDAR CREEK GID RADE, SUITE A W WINCHESTER, VIRGINIA 22601 WINCHESTER, VA 22601 540-665--2027 PH.- 540-667-3900 SCALE Approved by Frederick County Zoning Administrator DRAWN BY: RAM PROJECT NO. 000 DATE: 10/jl/00 Site Plan Approval Valid for 5 Years From Dote Shown Hence Date rSHEET__1__OF I PLANTING SCHEDULE COMMON NAME N/N SIT£/HEIgIr (7 I,tYE GY ,�LWIAW ) SPAC/Nv OUANT/TY P/N OAK I - CAL ® 4' HIGH AS SHOWN 7 ARBO!?t/ITAE - 3' MIN. HEIGHT 5 FT ON CENTER 20 MEMORANDUM TO: File Information FROM: Jeremy F. Camp, Planner II -l" DATE: December 19, 2001 RE: Addendum to Site Plan #59-00, Amazing Motors Used Car Lot This memo is to document the administrative approval of an addendum to site plan #59-00 that was requested by Ronald Mislowski of Gilbert W. Clifford & Associates on behalf of the property owner(s). The revised site plan was approved on December 19, 2001. It is approved for the relocation of the handicap parking space and the construction of a handicap ramp. Two copies of the revised plan are attached to this memo. JFC U:Ueremy\Site Plan Review\Addendums\AddendumtoSP##59-OO.wpd ilbert w® clifford & associates, inc INCORPORATED 1972 Engineers — Land Planners — Water Quality December 11, 2001 Jeremy Camp Frederick County Planning 107 N. Dent Street Winchester, VA 22601 RE: Used Car Lot US Route 522 Dear Jeremy, Board of Directors: President: Thomas J. O'Toole, P.E. Vice Presidents: Charles E. Maddox, Jr., P.E. Earl R. Sutherland, P.E. Ronald A. Mislowsky, P.E. David J. Saunders, P.E. Directors: William L. Wright Michael A. Hammer Thomas W. Price We've revised the plan to change the handicapped parking and associated accessible route. Apparently this option was arrived at after meeting with the Building Inspector. I've enclosed three copies here. Let me know if you need more. Regards, gilbert w. clifford & associates, inc. cc: Richard Dillon '....lazqm ��L T IEC 11 -^r n�: pi aniniinirmRvPl 117 East Piccadilly Street, Suite 200, Winchester, Virginia 22601 (540) 667-2139 Fax (540) 665-0493 e-mail gwcliff@mnsinc.com MemberAmerican Consulting Engineers Council gilbert w. clifford & associates, inc INCORPORATED 1972 Engineers — Land Planners — Water Quality December 11, 2001 Jeremy Camp Frederick County Planning 107 N. Kent Street Winchester, VA 22601 RE: Used Car Lot US Route 522 Dear Jeremy, Board of Directors: President: Thomas J. O'Toole, P.E. Vice Presidents: Charles E. Maddox, Jr.. P.E. Earl R. Sutherland, P.E. Ronald A Mislowsky, P.E. David J. Saunders, P.E. Directors: William L. Wright Michael A Hammer Thomas W. Price We've revised the plan to change the handicapped parking and associated accessible route. Apparently this option was arrived at after meeting with the Building Inspector. I've enclosed three copies here. Let me know if you need more. Regards, gilbert w. clif ford & associates, inc. 45na.&IdA. Mislowsky, P.E., VP cc: Richard Dillon DEC 12 2001 17eT GF PI ANNINGInFvFI npur ' 117 East Piccadilly Street, State 200. Winchester, Virginia 22601 (540) 667-2139 Fax (540) 665-0493 e-mail gwcliffCmnsinc.com Member American Consulting Engineers Council R ONE STORY FRAME DWELLING FFE=74-4.53 PROPOSED OFFICE AREA z o � a =7 y 6.9 MATCH EX. PAVEMENT LINE AND GRADE G __1 �\ yn X TAPER OF CURB TO EX. PAVEMENT 02 f o K33 ip ; / c 9 i � ��AA O 'a o 740. 10.3 2 NAILS /N WTP /13 114 ELEV. =741.99 Cc PIN 6413--A-18 IF MELCO, INC. DB 779 PG 1W ZONED: 02 USE: RESIDENTIAL _ S 6236 50" E 274.09' - _ WIRE FENCE ACCESSIBLE 4 SPACES /_300TE (1.-20) (1 H. C, ASS) _ PRO LADE APPROPRIA TE POLE MOUNTED HANDICAPPED PARKING NOTIFICA TION. MP AT 1:1 41.2E PROPOSED CONC. NOT _ _ v 7 0.45 NHER STOPS CG-12 743 70] _ - - CONTRACTOR TO VFR/FY EXISTING EX. ONE STORY 739 50 SEPTIC DRAIN FEILD IS OUTSIDE EX 1 1/2 STORY FRAME: GARAGE FRAME DWELLING F.F.E-740.67 3.0'� 739.25 PROPOSED CONSTRUCTION LIMITS /381 740.50 739.30 744: 0 a 739.75 EX' CONE. x f -WALK MATCH EX. SIDEWALK EX. BLOCK740.0 - LINE AND GRADE RET. WALL EX. ONE STORY . BLOCK- X RET WALL . 1 O O'_..L-- O' 0'J BLOCK do FRAME GARAGE ( •) F.F.E.=739.62 EX. ASPHAL 3 2 VDOT CG-6 --- c u' Q BLOCK CHIMNEY VDOT N� Q � 741.35 CONC. 3 _PAD CG-6 [4t.5o 12 P� 0� (TYP.) i�741.70 � ' DELINEATE PARKING 20' Wl TH CONC. WER STOPS 741.25 � ;--. �� /!/DOT J 0 0 S. F (�, R CG-6 IS T 0 R A, G E AN ISPLA Y � Q W0T a CG-6 - - 110.4- - 740.151 740.50 SF SF- 739.50 73f--F,� SF % N 617255" W 21764' 2' CONE FLUME, PROVIDE PIN 64-A-A `oy 0.5 CU. YD. CL Al RIPRAP SHENANDOAH UNIVERSITY DB 924 PG 973 F \ ZONED B2 USE: VACANT )q..4PH/C SCALE /N FEET f inch - 20 tit. PROPOSED ORAVEz: TO BE REMOVED AREA TO BE TOPSOILED AND SEEDED /A/ ACCORDANCE WITH GENERAL NOTE E5-5. EXISTING GRAVEL AREA TO BE OVERLAIN WITH A MIN 2 " 51IV-2A ASPHALT PAVEMENT PROVIDE 219 BASE STONE AS NECESSARY TO ENSURE SMOOTH FINISHED SLOPE AND POSITIVE DRAINAGE. EXISTING GRASS AREA TO BE PAVED WITH A MIN. 8 " 21B AND 2 " SM-2A. PROVIDE ADD 'L 219 BASE STONE AS NECESSARY TO ENSURE SM00 TH F/N/SHED SL Off AND POSITIVE DRAINAGE. NOTES: 1. THE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED OCTOBER 2, 200C. 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS .ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. 3 NO TITLE REPORT FURNISHED; THEREFORE, THERE MAY BE ENCUMBRANCES AFFECTING THIS PROPERTY THAT ARE NOT SHOWN ON THIS PLAT STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT I=11 if II=11 II_)ig-� ♦t� II--Ii-Ii-.I-11 *Agl �r♦ •.♦ �rao♦*,N ,:i 1L TER CLOTH 6* MIN LE BERM (OPTIONAL) "ELEVATION EXISTING OLIND t �r��t VEMENT NA COURSE AGGREGATE TO SEaD.4ENT TRAPPING DE -/ICE IAUST EXTEND FULL VAOTH OF INGRESS ANO EGRESS OPERATION 12' WIN CL13TH SECTIONFILTER CONC- DRAIN !.PACE SECTIONREIWURCED • SOURCE: AWTED from IN3 Mallard StandQdr for Sol erosion and SdmW Corilral, and Va. DSK Place 3.02-1 64 MATCH EX. PAVEMENT LINE AND GRADE END CG-6 BEGIN WHEEL T0I'S --- ----- - `a 2 C ��--- P� S S G ----- 2 SPACES 739.00 "' 3-�1.5 CU. Y S. CL. Al RIP AP I ,�S 5 ALL GRADES SHOWN ARE I TO TOP OF PA VEMENT I 2' CONC, FLUME, PROVIDE 0. 5 CU. 0. CL A 1 RIPRAP CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A CX 4' TRENCH UPSLOPE ALONG THE LM OF STAKES. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT UM THE TRENCH. 4' 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 1-1 PLOT SHEET FLOW INSTALLATION (PERSPECTIVE VIZ POINTS A SHOULD BE HIGHER THAN POINT B DRAINAGENAY INSTALLATION (FRONT ELEVATION) yam dared flm Iwo d am and P M& 1!WWt Barton for wills d Rudd D19tIC FLAIL 1015-2 Shrrrod of tw PROJECT SUMMARY TAX IDENTIFICATION NUMBER 64B-A-19 ADDRESS 381 FRONT ROYAL PIKE ZONING B-2 CURRENT USE VACANT RESIDENTIAL PROPOSED USE USED VEHICLE SALES LOT AREA 0.9488 ACRES FAR ALLOWED 1.0 SEW REWIRED FRONT 50' PROAD.EQ 24' (EX.) SIDE 15' 31' (EX.) REAR 15' 91' (EX.) MAX. BLDG. HEIGHT 35' 24' (EX.) AREA DISTURBED 0.5 ACRES OUTDOOR STORAGE AREAS 5,000 S.F. OUTDOOR TRASH RECEPTACLES NONE MINIMUM ADSCAPED AREA 6,199 S.F. 15% LANDSCAPED AREA PROADED 17,775 S.F. 43% BUILDING AREA ASSOCIATED STORAGE 2,469 S.F. OFFICE AREA 510 S.F. LEGEND� ABBREVIATION CO F.F.E. Ad DEFINITION ML SANITARY CLEAN OUT fi FINISHED FLOOR ELEV. ' � c ¢ ¢ FH FIRE HYDRANT • / " I� GA GUY ANCHOR SS SANITARY MANHOLE` TW TWIN Y 4. ` WM WATER METER WPP WOOD POWER POLE WTD WOOD TELE POLE f f WV WATER VALVE a► ASH w. r '. " w • I ELM MAPLE oWALNUT • .•.� fi Q ! •T• "' ' ':, VEn IRS IRF IRON ROD SET IRON ROD FOUND�1r ° �1. ` •" ! • _ = Q cn z o z01 TOTAL AREA 2,979 S.F. r� ~' F �-.: .�t -.P W cr Q J m FAR PROADED06 "1 o ii n �' ,r w ---TRP' 0E49iATION PARKIN4 ct ' RE, QT*+EDrT10N 6gT1MATE8 THIS a_ � OFFICE 1.(1/00 S.F.) E AT FULL DEVEiOP1�hTT WILL LOCATION MAP ACCESSORY STORAGE 2.5 (01/1SrT 000 S.F.) o � � olo OUTDOOR STORAGE 1.7 (O1 /3000 S.F.) CI�ERATE 42 T.P D_ (GOOF 841) SCALE. 1'= 2000 j > 5 w w TOTAL STD. SPACES REQ'D. 5.5 CONSTRUCTION NOTES STD. SPACES PROADED 6 UPON IMPLEMENTATION OF THIS HANDICAP SPACES REQ'D. 1 PLAN THE PROPERTY WILL NO GENERAL o 0 0 0 0 HANDICAP SPACES PROADED 1 LONGER BE IN RESIDENTIAL USE. I The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the Q cv r� co co .- completed installation of the utility systems and all other improvements shown or implied as necessary for the PARKING LANDSCAPING cam kited focdit rea for use. Unless otherwise noted, specificotions for all work to be in accordance with c" �+ N BUILDING MOUNTED LIGHTING WILL applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia o o r- rn PERIMETER TREES REQUIRED 4 (AT 1 /40') BE UTILIZED. IT SHALL BE SHIELDED Department of Health, Frederick County, and the contract documents. Z c� PERIMETER TREES PROADED 4 TO PREVENT SPILLAGE TO OFF SITE. 2 The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. o I The contractor shall exercise care in this work so as to ovoid damage to any utilities. Any damage shall be the INTERIOR TREES REQUIRED 1 (AT 1/10 SP.) contrgctors responsibilit�yy The contractor shall notify all utility companies 72 hours prior to construction. Cc![ 'Miss o " � Utility 1 800-257-M.. a a atm N�fTERIOR TREES PROADED 1 3. The contractor shall be responsible for all construction stakeout NI dimensions, elevations and locations shall V ^ z S w PARKING LOT LANDSCAPING REQ'D. 60 S.F. (5% x 1200) be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. a 4. An unusual subsurface conditions encountered during the course of the work shall be Immediate) brou hi to PARKING LOT LANDSCAPING PROADED 128 S.F. the attention of the Engineer aria/or the Owner. g y g •I� EXISTING STRUCTURES SHALL COMPLY WITH VRGINIA 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit .. Go conditions imposed. m �- UNIFORM STATE WIDE BUILDING CODE AND SECTIONS 6. All grading for Improvements to be confined to the project area. Any work perormed offsite is the Contractor's ' 304, BUSINESS NAD 311, STORAGE OF THE BOCA responsibility. NATIONAL BUILDING CODE/1996. OTHER CODES 7 Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction L R > LL THAT APPLY ARE CA80 Al 17.1-92 ACCESSIBLE All cufsheets should show existing ground ele•+otions at centerline of utility, structure or road, and offset hub elevation iG C to Lu AND USABLE BUILDINGS MID FACILITIES. EROSION CONTROL m CHANGE OF USE PERMIT IS REQUIRED FOR I A Land Disturbance Permit will be required prior to initiating ony site work. This permit can be obtained from m EXISfTNG RESIDENCE PRIOR TO RENOVATIONS. Frederick County. 2. Temporary and permcnent erosion control structures and methods to be in accordance with the Virginia NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER Erosion Control Guidelines and local ordinances and to be utilized during the construction period. m ENARONMENfA1 FEATURES EXIST. 3. All erosion control structures shown or as required during construe ton shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed All FIRE LANES TO BE MARKED AND POSTED PER at the earliest possible date after establishing grode. No area is to remain denuded for more than 7 calendar days FREDERK;K COUNTY FIRE MARSHAi1 REQUIREMENTS. when construction is not in progress.CU a4. rea. 0- to clean up and restore disturbed areas immediately upon completion of pipe -loving in the affected CU NEW ELECTRIC h TELEPHONE SERACE TO OFFICE 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4' topsoil, OR WAREHOUSE TO BE UNDERGROUND. fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. HAVE CROSS SLOPES OF MORE THAN 160. THE ACCESSIBLE _j ROUTE SLOPE CANNOT EXCEED 1 :20. FIRE do RESCUE 'Ly HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 1. Burning of land clearing debris requires a permit frorr the County Fire Marshall. Burning of construction debris on site is prohibited. SIGNS- SHALT BE LOCATED 3 FT. FROM FACE OF CURB AND 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 10 FT. FROM PROP. LINES, MAX. SIGN HEIGHT= 35'. MAX. •P4 0) SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F hydrants. Fire Hydrants are not to be obstructed at any time. ,..� C, Prune co,dominate leaders _ Prune rubbing cross branches - J DO NOT stake or wrap trunk unless necessary Remove all taps and labels Cut away all baling ropes -� Remove top of wire basket Widen and score hole wall I I 7.5' I PROPOSED PAVEMENT ASHAL T OVERLAY PROP. GARDE j EX. GRADE- \ Cc-6 - - - -- _ ----- - EX. ASPHALT SURFACE EXISTING AGGREGATE BASE REMOVE EX. AGGREGATE BASE PROPOSED PAVEMENT PROP. OVERLAY AS NECESSARY TO ENSURE MIN.2 " SM-,''A OF POSITIVE' PhAL GE FLOW OFF 2" SM-2A M/ 6 " 21 B OF EX. ASPHALT SURFACE. PROPOSE']) PAVEMENT SECTION NO SCALE Z v 01 1O N01 prune terminal 1 leader or branch tips t '/ SEEDING NOTES. Q, Remove container and cut circling �' Leave solid soil pedestal - io roots if container -grown, or as much not dig deeper than Doll depth burlap as possible if field grown Diq hole 2-3 times root ball width TREE PLANTER DETAI no u ole PLANTING SCHEDULE COMMON NAME MIN SITE%HfJG4,r RAJ IW or ,°OWING) SPACING OUANTITY P/N OAK 1 " GAL ® � ' HIGH AS SHOWN 7 ARBORV/TAF 3" MIN. HEIGHT � FT ON CENTER 20 U Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil r i' and be seeded as follows: V 200 Ibs Tall Fescue per oc. 12 lb. Annual Rye per oc. Prune narrow crotch angles 1000 Ibs. 10-20-20 Fertilizer per oc and water spouts 2 Ions aggricultural limestone per ac �I 2 tons sfraw mulch per ac. �^ w - Prune broken branches Perrnanenf seeding well occur as the final phase of constructiocEL CY ,r,�1 O Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not j t Prime suckers yet at final grade shall be as follows. F- O �- 60 Ibs German Millet per ac (May through September) 2"-3' mulch kept away from trunk 60 lb. Annual Rye per ac. (October through April) ; J p,. C 450 Ibs. 10-20-20 Fertilizer r ac < z w w �- 2 tons agricultural limestone per ac Soil well to contain water 2 tons sfraw mulch per oc. Seeded areas to be watered and cared for as necessary to provide gross emergence. b 0 rn UNAMENDED backfill sail ! DEVELOPER OWNER 1 r 4�-----Partially backfitf, water to I " � �J settle sail, finish bockfilling AMAZING MOTORS MELCO, INC. -Area for water dralncge j 687 N. LOUDOUN STREET 609 CEDAR CREEK GRADE, SUITE A o WINCHESTER, VIRGINIA 22601 WINCHESTER, VA 22601 540-665-2027 PH.- 540-667-3900 SCALE: I i DRAWN BY: PROJECT NO. 000 DATE: 101,31100 SHEET I of 1 41 ONE STORY ; PIN 64B-A-18 FRAME ;_ __- NELCO, INC. �� pyrECIING DB 779 PG 1545 I F F E.=744.53 ZONED: B2 USE: RESOFN11AL S 623650" E 274.09 MARE FENCE ` PROVIDE APPROPRIATE WALL MOUNTED PROPOSED HANDICAPPED PART (INC NO PrICA TION. OFFICE AREA, H{{. PROPOSED CONE: WHEEL STOPS \ 4 SPACES VDOT �1 M C. ASS. : r CG-12 CONTRACTOR TO VERIFY EXIST! EX. ONE ORY SEPTIC DRAIN FE/LD IS 0117%1 ' •. 1 1I2 STORY -- FRAME ; AGE ' �• �. T 40.67 , 3 739.0o PROPOSED CONSTRUCTION CIMI FRAME DWELLING F.F.E. - `d * ` F.F .=745.82 F+ 740. 0 739.25 7 0.1 - EX CONE, \ � '•, , - 'r 26, 9 . R<•w�' �, WALK MATCH EX SIDEWALK MA TCH EX. PAVEMENT_ 'J? • !_ ET wA;i LINE AND GRADE- ;_� -v. i / <r lr WOT ACCESSIBLE ILP$fis \t_ .� 3' TAPER bF CU ,`'t 'CG_6 ROU1F '�TO EX. PAWk T � WO -6 « ,� 4150AA �. �40.50 G 3' DELINEATE PARKING t o �� `.��A WITH CONC. WHEEL STOPS 74.25 100 �o o 4• r j ' VDOT 7 .1 F 740. r,0 SF 2' CONE. FLUME, PROVIDE 05 CO YD. CL Al RIPRAP 2 NAIL. S IN WTP II J 1114 'T � ' ELEV. 741.99 i PROPOSED GR4VEL TO St REMOVED AREA TU ff TOPSOILEO AND SEE DED /N ACCORDANCE _ WITH CENE•RAL NOTE EX,ISTING GRAVEL AREA TO BE OVERLAIN W/TH A MIN. 2" SM-2A ASPHAL T PAVCMENT, PROVIDE 21,6 BASE STONE AS IVECESSARY TO ENSURE SMOOTH FIN/SHED SLOPE A,NO P051,7VE ORANACz - EXISTING CRASS AREA TO BE PAVED W,rTH A MIN 8 " 218 AND 2" SM-2A. PROVIDE ADD L 219 BASE STONE- AS NECESSARY TO ENSURE SMOOTH FINISHED SLOPE A,ND POSIT/VE DRAINACE NOTES: 1 THE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL -1ELD SURVEY COMPLETED OCTOBER 2, 2000. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAW:NGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR AELANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED 4S ACCURATELY AS POSSIBLE FROM INFORMATION AVAI L.ABLE. 3. NO TITLE REPORT FURNISHED; THEREFORE, THERE MAY BE ENCUMBRANCES AFFECTING THIS PROPERTY THAT ARE NOT SHOWN ON THIS PLAT. M _ -_- LINE AND GRADE EX. ONE STORY BLOCK & FRAME GARAGE. F.F.E.=739,62 _MATCH EX. PAVEMENT LINE AND GRADE. END CG-6 BLOCK CHIMNEY, %_ BEGIN WHEEL TOPS PIN 64-A-A SHENANDOAH UNIVERSITY DB 924 PG 973 T" ZONED: 62 USE VACANT i9R, 4)0111CSC. 4LE -0 1c o 20 do ( IN FEET 1 inch - 20 ft. STONE CONSTRUCTION ENTRANCE CLOTHFIL TO? (DPTIUNAL) SIE)E ELEVATION ixisTiK GpouNr 70' MIN < r.� 101 Him .• OPT, ::�, •rat• �r��a�c� �r; KIh ♦r�l TRAPPING DFVICE MUST EXTEND FLU WOTH Of *JGKS1, AND EGRESS PLAN VIEW OPMTM •y1'•'1 ••'•1 •1 •1'•• •1: iy1.•� •i •'�. SECTIONhmN FILTER CLOTH its ��'�.�•��:�,��•�� •,�•��''��. SECTION . . UK: : d4ml1 ham IW Yarllwrt Stan"* for Sol and Sdrtwd Coiol, ore Va. lid P* 3M_I 1.5 CU IAP CL. Al RIP 2' CONC. FLUME PROVIDE 0.5 CO YD. CL AI RIPRAP �_- CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. RXCA IATZ A 4"II 4" TMMCH i uP3LAFE ALONG THE iam or S TAKI&J. WMAX IFLOW r r 3. SIAPLR MTER 1LATSRIAL 1'0 STAIM AND )EXTEND 17 IN'M THE TRENCH, now 4• 4 6ACK}r'IIL AND Co1IPAcr THE EXCAVATED SOIL lo SHEET FLOW INSTALLATION (PERSPRCTIVE VMT) 80il= "Wiw fraud btddfow d for hftm Q1& Ui 061E I'm 6hr:woai W -t ' ' PROJECT SUI�iMAKY LEGEND: ° � � �� ' �� -�- � p ABBREVIATION D FI ITl TAX IDENTIFICATION NUMBER 64B-A-19 CO SANITARY CLEAN OUT 09 ADDRESS %I FRONT ROYAL PIKE F.F.E. FINISHED FLOOR ELEV. .'. + Q Q Q ZONING B-2 FH FIRE HYD1?ANT':" ,' P CURRENT USE VACANT RESIDENTIAL GA GUY ANCHOR ' PROPOSED USE USED VEHICLE SALES LOT AREA 0.9W ACRES OS SANITARY MANHOLE ' +•,; '� + �,° � �• � t. FAR ALLOWED 1.0 TW TWfN/�,' =. t. �.; ,. r, (��(�� WM WATER METER .'.� �'`,�^*; ;~ -` ]OaLiCi7{SSY REQUIRE L.rl.K1.1[ t _ ' WPP WOOD POWER POLE '. r .. , SIDE FRONT 15' 31' (EX.) WTP WOOD TEI.E POLE REAR 15' 91(EX.) WV WATER VALVE& MAX. BLDG. HEIGHT 35' 24' (EX.) ASH w . / ; '< . • � ,; °i. , AREA DISTURBED 0,5 ACRES OUTDOOR STORAGE AREAS 5,000 S.F. ELM OUTDOOR TRASH RECEPTACLES NONE T r r} ��' �i� t' `4' • MINIMUM LANDSCAPED AREA 6,199 S.F. 15% MAPLE .� LANDSCAPED AREA PROVIDED 17,775 S.F. 43% "" r ;�' • 1.. A. ,� WALNUT " AREA BULLDIf IRS IRON ROD SET �r"�• ,,. ,,..r "a• . s ¢ LO ASSOCIATED STORAGE 2,469 S.F. :.'.►^ i * < N OFFICE AREA 510 S.F. IRF IRON ROD FOUNDzv TOTAL AREA 2,979 S.F. - . "' 1 �,, a z FAR PROVIDED 16 -� TRP QENERATIONPt& ;'``' OFFICE1.3 (01/400 S.F.) PPE, 6TME XTION E8'TIMATE8 'n-w : ' , - - t: "` w a- o- a 8ITE AT FRA.1_ DEVB.OPMEFYT will L0CAT ON �IAP Laia ACCESSORY STORAGE 2.5 (01 /1000 S.F.) a w w OUTDOOR STORAGE • 1.7 (01 /3000 S.F.) G1ENF_RATE 42 TP D. (CODE 341) w W 5 SIXE. 1'= 2000' _ LLJ TOTAL STD. SPACES REQ 0. 5.5 STDCONSTRUCTION NOTES _ � `K , SPACES PROM UPON IMPLEMENTATION OF THIS HANDICAP SPACES REQ'D. 1 PLAN THE PROPERTY WILL- NO GEl RAL o g o 0 HANDICAP SPACES PROVIDED 1 LONGER BE IN RESIDENTIAL USE. 1 The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the Q N -- kz7 co completed installation of the utility systems and all other Improvements shown or impfed as necessary for the PAMK completed fociiity ready for use. Unless otherwise noted, sppeecifications fix all work Ic be in accor4ance with 0 <v �+ BOLDING MOUNTED LIGIfTWG WILL_ apphcabe Standards and Cons#ruion Speccations of The Virginw Department of Transportation, Yrginio 0 0 o ? PERM�ETER TREES REQUIRED 4 (AT 1/40') BE UTILIZED. IT SHALL BE SHIELDED Department of Health, Fredrn k County, and the contract documen.s. r 2. The en of lids attempted to locate existing subsurface utilities; however, such may exist that ore not shown. `" ~' `t ;f PERIMETER TREES PROVIDED 4 TO PREVENT SPILLAGE TO OFF SITE. -> a i Tie controc or shall exercise care In this work so as to avoid damage to any utilities. Any damage shall be thg a INTERIOR TREES REQUIRED 1 (AT 1 /10 SP.) c )ntrgctor s resppoons bi i� The contractor shall notify all unity companies 72 hours prior to construction. Call Miss z $ 0) N INTERIOR TREES PROVIDED 1 utility 1300-257-7777 a m 3. The contractor shag be responsible for all construction stakeout. All dimensions, elevations am locations shall < S 0 PARKING LOT LANDSCAPING REQ D. 60 S.F. (5% x 1200) be verified in the field by each contractor prior to beginnin, the work. The Eng,neer will oppTove all cut sheets. Q PARKING LOT LJWDSCAPING PROVIDED 128 S,F. 4 Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to *� ry the attention of the Engineer and/or the Owner. o• EXISTING STRICTURES SHAt1 COMPLY W11N VIRGNU 5 Contractor to obtain, at his expense all permits required of this. worx and shall faithfull} adhere to the permit .. 4 UNIFORM STATE WIDE BUILDING CODE AND SECTIONS conditions imposed O •. 6 All Iroding for improvements to be confined to the project area. Any work performed offsite is the Contractor's > 304, BUSINESS NAD 311, STORAGE OF THE BOCA responsibility. N NATIONAL BUILDING CODE/1996. OTHER CODES 7 Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. 4% THAT APPLY ARE CA80 A111.1-92 ACCESSIBLE Ai cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation •� 2G AND USABLE BULIM ft FA IIJTIES. EROSION CQNTROL � CHANGE OF USE PEW IS REQUIRED FOR 1 A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained frorn 0 w as EMIT% RESIDENCE PRIOR TO RENOVATIONS. F edTerr County. 2 emppoorrary and permanent erasion control structures and methods to be in accordance with the Virginia NO STEEP SLOPE, WETLANDS, WOOOLANO OR OTHER E-osion Cantroi Guidelines and local ordinances and to be utilized during the constructron period. 40 ENIARONIENTAL FEATURES EXIST. 3 An erosion control structures shown or as required during construct -ion shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed ALL FIRE LANES TO BE MAR!(ED AND POSTED PER aI the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days FREDERIGK COUNTY FRE MARSIIAtI �. when construction is not in progress. 4 Contractor to clean up and restore disturbed areas immediately upon completion of pipe-loying in the affected NEW ELECTRIC & TELEPHONE SERVICE TO OFFICE ea 5 All inpaved areas of the site which ore disturbed b this construction sholl be OR WAREHOUSE TO BE: UNDERGR AND. p r provided with 4" topsoil, f(rtilized, seeded, competed and muk:hed. Seed bed to be watered and cared for (is necessary to provide a HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT good lawn quality gross cover. Areas not graded shall be disked, leveled and seeded to actieve lawn conditions. HAVE CROSS SLOPES OF MORE THAN 1-50. THE ACCESSIBLE J ROUTE SLOPE CANNOT EXCEED 1:20. FIRE. �C RESCUE HANDICAPPED ACCESS SHALL MEET MIS! 117.1 SECTION 4.1 1 Burning of land cleori% debris requires a permit from the County lire Marshall. Burning of construction debris 16 � of site is prohibited. w SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURS AND 2 Access for emergency vehicles must be maintained at all times dun construction. Temporary street signs 10 FT. FROM PROP. LINES. MAX.SIGN HE]GHT= 35'. MATT must be posted as construction begins. Contractor must ensure that pocked vehicles do not impede access to fire pa h rdrents. Fire Hydrants are not to be obstructed at any time. SIGN HMfT= 35'. MAX. SIGN AREA-- 100 S.F. Pane codominate leaders Prune rub l or cress branches DO NOT stake or wrop trunk unless necessary Remove all taps and labels PROBED I PAVEMENT ASHAZ T OVERLAY EX. GRADE PROP. GARDE PROPOSED PAVE 2" SM-2A 6" 219 W 40T prime terminal "'- leader or branch tips Cut awc•.y all brling ropes r' Remove top of wire basket Widen and scare hole wall = Remove container and cut circling '� Leave solid soil pedestal - do roots if corrfainer-grown, or as much not dig oeeper than ball deptl^ burlap as possible if field grown Dig hole 2-3 times root ball width TREE PIANTER DETAIL no scak Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2'-3' mach kept away from trunk Soil well to contain water UNAMENDED bockfill soil Portio0y backfill, water to settle soil, finish backfilling Area for water drainage PLANTING _YCHEDULE COMMOA' NAME MY 9Z&/1i6Wr f v IW or PLWTMGJ SPACING O7 ANT/lYr _ PIN OAK 1 " Cam- ® 4' HIGH AS SHOWN 7 4R6oRVITAc J' MIN, HEIGHT - 5 ,c7 ON CENTER 20 -I SEEDING NOTES: Permanent Stabilization. All disturbed areas not pored shall receive a min. 6 ,n. topsoil and :e seeded as follows: 200 lbs Tall Fescue per ac. 12 lb Annual per e(K 1000 lbs. 10-2 10 Fertilizer per ac. 2 toms agriOural limestone per oc 2 tons straw mulch per ac. Permanent seeding wA occur as the final phase of construction TeTo Stabilization: (feeding to stabilize areas left denuded fer more than 1 days, but not yet a' Final grade shall be as follows: 60 $s German Millet per ac. May through September) 60 It. Annud Rye per ac. (Oc Ober through April) 450 Ibs. 10-20-20 Fertilizer per oc. 2 ton', agricultural limestone per ac 2 tons straw mulch per ac. Seedei areas to be watered and cared for as necessary to provide grass emergence, DEVELOPER OWNER AMAZING MOTORS MELCO, INC. 687 N. LOUDOUN STREET 609 CEDAR CREEK GRADE, SUITE A WINCHESTER, VIRGI IA 22601 WINCHESTER, VA 22601 540-665--2027 PH.- 540-667-3900 Appr d by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date .ter • D t1 \ 9_ I q J � � z,� d v w Q> C 4 SCALE: 1 -__20' DRAWN BY, RAM PROJECT NO. 000 DAT11 101,31100 SHEET 1 of 1 a tt ONCSTORY i - PIN 64 -A-18 4 FRAME - INC. 1 DWELLING DB PG 1545 F F.E._744.53 ZONED: USE: RESIDENTIAL T I __ ___ _..----• FENCE S 62 36'50" E 27 - - 4.09 HARE F- - PROVIDE APPROPR44 TE WALL MOUNTED HANDICAPPED PARKING NOTIFICATION. `. , v� 3 {�gypp 1 �., k'xt `^�� -�.-^r .,�3 PROPOSED CONS' J _ Y. #HER STOPS 4 SPA CE �. (1 H C S CONTRACTOR TO VERIFY EXISTING EX ONE ORY r SEPTIC DRAIN FEILD IS OUTSIDE \a` t� 1 .,STORY' FRAME G RAGE ' C ny'' p ' _ kZ'+�k1` F.F.E.= 40.67 ^�� 739.00 PROPOSED CONSTRUCTION LlM/TS t \\\ 1 o+ e^k,�CS a .F.E. 374 .82 a +� 74 :5 739.25 v� 740.1 °+ �\. a�•�� - ``` j � i �'�. �k� ' ,'°''•� <§' "`/-EX. CONC. 6 WALK MA TCH EX. SIDEWALK j EX. BLOCK. 740 ;r,, __ ___-, LINE AND GRADE am +� �y, L_ ry� RET• WALL EX. ONE STORY i +�P, \ .:'�S A N BLOCK kro�1w `.,� ! 1 �' L. BLOCK do FRAME MATCH1/NE AND GR DE �'`�� _ _ �` ,: e -,�� wal + �; 1i T O • t "'' v GARAGE: �ti' ( ) F.F.E.=739.62 + + <^r =Yr� A$QHAL I MATCH EX. PAVEMENT �x G �� N.�� \,� Ex. I 1 LINE AND GRADE `-. to `S`' In \ \ yi l .i -�-.9 � cal T_ 4\ + \ 1, \ sr , J � + \ ov sN , z j od J 66 4\1 M K 2 NAILS IN WTP /13 1/4 , ELEV=741.99 < PROPOSED GRAVEL TO BE REMOVED AREA TO BE TOPSOILED AND SEEDED IN ACCORDANCE WITH CENERAL NOTE E5-5. EXISTINC GRAVEL AREA TO SE OVERLAIN WITH A MIN. 2" 5M-2A ASPHALT PAVEMENT PROVIDE 219 BASE STONE AS NECESSARY" TO ENSURE SMOOTH FIN/SHED SLOPE AND POSITIVE DRAINAGE. EXISTINC CRASS AREA TO BE PAVED WITH A MIN. 8" 219 AND 2" SM-2A. PROVIDE ADD'L 219 BASE STONE AS NECESSARY TO ENSURE SMOOTH FINISHED SLOPE AND POSITIVE DRAINAGE NOTES: 1. THE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED OCTOBER 2, 2000. 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE, 3. NO TITLE REPORT FURNISHED; THEREFORE, THERE MAY BE ENCUMBRANCES AFFECTING THIS PROPERTY THAT ARE NOT SHOWN ON THIS PLAT. ;, ACCESSIBLE r '4 ` .� ROUTE j+.`� ,ti" `'' - �G•i.-.� �� 741.35 i CONC. •' t3lCICK CHIMNEY ' ` 92.9 << 12 �,•` 41.50 9' (TYP.) `K• 739.33 � 741.70 k _ _ - _ _. _ ._-20 �\ 2 SPACES 74 .25 ` 6 4.9 1.5 CU. S.CL. A 1 RIP AP a 4' i ; PROPOSED ONC. r� f - #HEEL ST S \1 \ 739.25 a 110.4' ` -7 A r% I7An 50 \2 �r7 iV, 0 0 ,4! 9 -_ !1 1\ r07 t . , \ 6172 55 " W 217.64 ' i PIN 64-A-A \ SHENANDOAH UNIVERSJTY m' ANT � ZONUSE: VAC {if • '{ .-,� Q U N v � Cf�.4PH/CSC.�4LE �+. 20 10 0 20 40 �-� ' .. � �,,�-tee, c��• �-- --I 70 ( IN FEET 1 inch 20 ft. PROJECT SUMMARY LEGEND: ► -. . , r ABBREVIATION DEFINITION TAX IDENTIFICATION NIft"R CO SANITARY CLEAN OUT 00 ADDRESS 381 FRONT ROYAL PIKE i + ''� ° A+t' F.F.E. FINISHED FLOOR ELEV.I ZONING 1-3 " • ` �';. ->, g FH FIRE HYDRANT CURRENT USE VACANT RESIDENTIAL r ""-° * •• �" #� , �. PROPOSED USE USED VEHICLESALES GA GUY ANCHOR ;0 LOT AREA 0.9488 ACRES SO SANITARY MANHOLE • s , FAR ALLOWED 1.0 TW. TWIN i ; •I s i` �r l SETBACKBEQUIBEQ WM WATER MLTER. WPP WOOD POWER POLE FRONT 50 24 (EX.) ` ■; -. !'� I SIDE 15' 31' (EX.) WTP WOOD TEf_E POLE ;Pe F REAR 15' 91' (EX.) WV WATER VALVE MAX. BLM. HEIGHT 35' 24' (EX.) ASH $ y` i .. a AREA DISTURBED 0.5 ACRES OUTDOOR STORAGE AREAS 5,000 S.F. ELM ` • , OUTDOOR TRASH RECEPTACLES NONE MAPLE MIMMUM LANDSCAPED AREA 10,332 S.F. 25% _. ; . • . �, •,.,• ,�; W LANDSCAPED AREA PROVIDED S.F. 00% WALNUT ° _ ` . �J ``� 'j ��.' BUILDING AREA IRS IRON ROC SET` e WHAREHOUSE AREA 2,469 S.F. i OFFICE AREA 510 S.F. IRF IRON ROC FOUND •: •`','. 41 TOTAL AREA 2,979 ST t ` I FAR PROVIDED .06 r � ' TRfP CATION , PA3KllYQ OFFICE 1.3 (01/400 S.F.) ff F, 67t4ED ON ESTIMATES THIS L' '• WAREHOUSE 2.5 (01 /1000 S.F.) 817E AT FULL DEVELOPMENT WILL LOCATION MAP GENERATE 42 T.P.D. (CODE 841) SCALE: 1'= 2000' OUTDOOR STORAGE 1.7 (01 /3000 S.F.) -- TOTAL STD. SPACES REQ'D. 5.5 i STD. SPACES PROVW 6 CONSTRUCTION NOTES HANDICAP SPACES REQ'D. 1 GENERAL WW HANDICAP SPACES PROVIDED 1 The contractor shall furnish oil materials, labor and equipment and perform all work including restoration for thei;omF- PARKING LANDSCAPING completed leted focilitbtion readyf foheuse'ItyUnlessms and othenrisel other noted, Ispecifcments atlons forwn or all work to be n d as accordances e with I 11ppllcable Standards and Construction Specifications of The Virginia Deportment of Transportation, Virginia > PERIMETER TREES REQUIRED 4 (AT 1 /40') Deportment of Health, Frederick County, and the contract documents. 6 PERIMETER TREES PROVIDED 4 ? The enjineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. j l_h contrac or shall exercise care rn this work so as to avoid damage to any utilities. MY damage shall be the INFERIOR TREES REQUIRED AT 1/10 SP.) contractor s 'es ponsibilit . The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss z $ rn 1-3 INTERIOR TREES PROVDED � I�tility 1-800-257-777y1. • �' a a The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall C S Ik PARKING LOT LANDSCAPING REQ'D. 60 S.F. (5% x 1200) he verified in the field by each contractor prior to beginning the work, The Engineer will approve all cut sheets. a PARKING LOT LANDSCAPING PROVIDED 12E S.F. 4. An unusual subsurface conditions encountered during the course of the work Shoff be Immediately brought to •.r ITSN the attention of the Engineer and/or the Owner. ' 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit ,. Go conditions imposed. ISD EXISTING STRUCTURES SHALL COMPLY WITH VIRGINIA 6 Ail ggrading for improvements to be confined to the project area Any work performed offsite is the Contractor's 4) >% i 2sponsibility. *+ 0 / UNIFORM STATE WIDE BUILDING CODE AND B.O.C.A. .1. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction as L LL NATIONAL BUILDING CODE/1996. THE OFFICE All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. •� SHALL COMPLY WITH SECTION 304, USE GROUP B. EROSION CQNTROL m con w CHANGE OF IJSE PERMIT IS REQUIRED FOR iA Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from 0n • EXISITNG RESIDENCE PRIOR TO RENOVATIONS, Frederick County. QS NO STEP SLOPE, WETLANDS, WOODLAND OR OTHER 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia ENVIRONMENTAL FEATURES EXIST. Fros;or. Control Guidelines and local ordinances and to be utilized during the construction period. 3. Ail erosion control structures shown or as required during construction shall be continuously maintained "O All FIRE LANES TO BE MARKED AND POSTED PER throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date otter establishing grade. No ores is to remain denuded for more than 7 calendar days FREDERICK COUNTY FIRE MARSHAU REQUIREMENTS. when construction is not In progress. NEW ELECTRIC e$ TELEPHONE SERJICE TO OFFICE 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected OR WAREHOUSE TO BE UNDERGROUND. S. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT fertilized, seeded, compacted and mulched Seed bed to be watered and cared for as necessary to provide a HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE flood lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve !awn conditions. J ROUTE SLOPE CANNOT EXCEED 1:20. FIRE & RESCUE 'T.! HANDICAPPED ACCESS SHALL MEE ANSI 117.1 SECTION 4.1 Burning of land cleoring debris requires a permit from the County Fire Marshall. Burning of construction debris � SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND un site is prohibited. • 10 FT. FROM PROP. LINES. MAX SIGN HEIGHT= 35'. MAX. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs !nust be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire op SIGN HE�HT= 35 MAX. SIGN AREA--i00 S.F. hydrants. Fire Hydrants are not to be obstructed at any time. r.,y STONE iENTRANCE 7V MIN. II 'ILIIrI'�tl�'J III .U.,• �.♦":�• •..,.�:�:� FILTER ., � ♦.i�..♦,♦��'.i.�.� • ♦ MIN .'.e.♦,:. MOUNTABLE -.. SIDE ELEVATION EXISTENG GROUND 70' MIN WASHRACKr' �. � �;r�. �c�� ;&Ate •te. to, Him ... �l�i . �..: EXISTING II '.�Illd►t. .� PAVEMENT , COURSE —TRAPPING DEVICE MUST EXTEND FULL WIDTH R[,M UR4CU l.\.M..KC.0 MAIM . ALL SECTION B-B Sam ADAPTED from 1%3 b*tq SWWK r f« SSA rrraioe " SedMW ConhoL erd ra. DSMC Pkk 3,02-1 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 47X 4" TRENCH UPSL40PE ALONG THE LINE OF STAKES. b•MAX• nor 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND i t INTO THE TRENCH. 4' 4. BACIUJOd. AND COMPACT 7113 DCCAVATZD SOIL.. SHEET FLOW INSTALLATION (PERSPEC'" VMW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) song Adaaftl III= hAWMm at Sm and l hrto Nf.r larm 11w %Amaal NmiraLVA. MW 1 IM-2 Prune codominate leaders Prune rubbing or cross branches 7.5' EX. GRADE O PROPOSED PAVEMENT 2" SM-2A 6" 21B DO NOT prune terminal - / leader or branch tips EXISTING AGGREGATE BASE -.A PROP. OVERLAY MIN. 2 " SM-2A PROPO,51ED PA MVENT SECTION NO SCALE -Prune narrow crotch angles DO NOT stoke or wrap and water spouts trunk unless necessary Prune broken branches Remove all tops and lobefs Prune suckers Cut away all baling ropes -�� 2'-3' mulch kept away from trunk Remove top of wire basket \� Soil well to contain water UNAIAENDED bockfill soil widen and score hole wall ", 1- Partially backfiU, water to settle soil, finish backfilling ti Remove container and cut circling for water drainage Leave solid soil pedes.al - do roots it container -grown, or as much not dig deeper than boll depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale PLANTING SCHEDULE EX. ASPHALT SURFACE REMOVE EX. AGGREGATE BASE AS NECESSARY TO ENSURE POSITIVE DRAINAGE FLOW OFF OF EX. ASPH4L T SURFACE. 11> /IlPtc� 440 COMMON NAME AIgiV S/IE/H£lCNT (AT 7wr If "Im) SPACING OUAN771-Y • PIN OAK 1 " CAL. 0 4 ' HIGH AS SHOWN 5 L! R FO 3' MIN. HEIGHT 5 FT ON CENTER 20 e�ip/! �(ICrriry \ ,'D111'G N TES. Permanent Stabilize to . urbed areas not paved shall receive a min, 6 in. topsoil and be seeded as follows. 200 Ibs Tall Fescue per oc. 12 1). Annual Rye per oc. 1000 Ibs. 10-20-20 Fertilizer per oc. 2 tons agricultural limestone per ac 2 tons straw mulch per oc. Permanent seeding will occur as the final phase of construction Temp)ra Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet A final grade shall be as follows: 60 I)s German Millet per ac. (May through September) 60 1). Annual Rye per cc. (October through April) 450 Ibs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tens straw mulch per oc. See(ed areas to be watered and cared for as necessary to provide grass emergence. DEVELOPER OWNER AMAZING MOTORS MELCO, INC. 687 N. LOUDOUN STREET 609 CEDAR CREEK GRADE, SUITE A WINCHESTER, VIRGINIA 22601 WINCHESTER, VA 22601 540-665-2027 PH.- 540-667-3900 Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date 3 c6 W bCIS 4)~ rQ �LL Y p _J o LJ Ow c � LL) r �oN L)�z LJ&w U C 0 Pvcr - z c o � v � Q q � � w � w ram, w or� o � v 0 SCALE: 1 "=20' DRAWN BY: RAM PROJECT NO. 000 DATE: 101,31100 SHEET I of I 1 9 ' o e ONE STORY PIN 646-A-18 ^° FRAME MELCO, INC. DWELLING DB 779 PG 1545 F.F.E.=744.53 ZONED: 93 USE: RESIDENTIAL WIRE FENCE 62 36 50 E 274.09 ' - - - 7""-- PROVIDE APPROPRIATE WALL MOUNTED ZA' HANDICAPPED PARKING NOTIFICATION. PROPOSED CONC. WHEEL STOPS --� o/H ELEC. sERWCE eo`� 4 SPACES .e (1 H. C. ASS) CONTRACTOR TO VERIFY EXISTING z VFc EX. ONE ORY SEPTIC DRAIN FEILD IS OUTSIDE :) EX. 1 112 STORY FRAME G RAGE 3' \ f s^ FRAME DWELLING F.F.E.= 40.67 739.00 PROPOSED CONSTRUCTION LIMITS \�r #381 740. 50 a F.F.E.=745.82 as • '74 r 39.25 J, # "# EX. CONC. V ` �,- WALk 6.9 � • MATCH EX. SIDEWALK ' �� X. " • $ # • #' ! ` LINE AND GRADE V1 �� s EX. BLOCK' t s + { R f { { # { ~ t r 'RET. WALL 'f "• ` EX. ONE STORY B MATCH EX. PA VEMENT •T.WALKti 10 - BLOCGARAGE AME LINE AND GRADE \ _ (T�) F F E.=739.s2 \ 1 �7 :: �:... - MATCH EX. PA VEMENT �., u -�, EX. ASPHAL r.-ter LINE AND GRADE CPs Y, r \r ROUTE 0 tP O �f '�1 ``� l j�h� f tq1 F:{ ~• { ~ CONC BLOCK CHIMNEY - G Q yf 9s lI �,�r. Y Y. " { " { { PAD ---` 1'- p 740.50 '40. ; # # { • R ," I _ �. (r'_-� 2 SPAI,E.' #{ #{ _ # { # # �� `_� \ Q "; # # { y r { r• # rr{ t #., C •� • #} # , # , # { + # #� r*` r # {r ~ 02 64. 1, CO. S Ci. Q�/\J ; e #r {+ {,y; ;;� 4n��, , •: r{'+.,;:f{�� { + #;; #;# Al RIP AP Lr /O r R t # R { r R { # + { #".�•�i ��,y�• 4�yr { { t # - "r,Z.,#, R t r { # 4 �-M # # • # { # { # , # .� '"Y"`' R#`#f "`* `: •{ #{x `' # " #{" {''• .' •`{ `''{'r" PROPOSED ONC. 9\ 4' #; . ` " + r r • , " # # " • t t ~ { { ` ` " ~ `' +_-� { f ~ " ` " " ~ . " ` • ► ► r # t r r e r #*♦{ {r�rr#��'#{#� #r 4{�~� {� #{�'f1► { 'l�r�r,r{ 1/(7EEL S S iR'+'i# (/\\{ CG #r"•+# `r•f r• r{+f#{{ r R 'r*R{ •fr •r R"r` ..., f ###• •ff r##4 r!f ` r r•`# +{ 739.25 � # "•r rr# r+♦# r•R •rr r+ "•r {##, r'..r #{ +♦ -M �# •i +# # PROVIDE ♦y� # r,R tf{ 1'j• #r{ #r{# #a{{ t x{{ rr # { ! r # ...! � r �.*.t � ~ •_# # + r + # + a��r. • # •.R...# � r +. #.. F.. #. �`._► r. { { ,e-.` _; L. # + # � + {#. • r � # } 1 -F.H. ASSY. 740.15 740.50 739.50 1 .50 TAP BY FCSA SEE FCSA STANDARDS AND' 3 - - N 61 `i2 55" W 217. 64 ' SPECIFICA TIONS FOR MA TERIAL .. • . AND INSTALLATION REQUIREMENTS 0 F" f PIN 64-A-A 2 NAILS IN WTP JIJ 714 ELEV. = 741.99 �f 9• 4 6'• S l g i oy J .n PROPOSED GRAVEL TO SE REMOVED AREA TO BE TOPSOILED AND SEEDED IN ACCORDANCE WITH GENERAL NOTE ES-5. EXISTING GRAVEL AREA TO SL OVERLAIN WITH A M/N. 2 " 5M-2A ASPHAL T PAVEMENT PROVIDE 219 BASE STONE AS NECESSARY TO ENSURE SMOOTH FINISHED SLOPE AND POSIT/VE DRAINAGE x f EXISTING GRASS AREA TO BE PAVED WITH A MINB" 219 AND • y • + • • s • 'F „ • ' ' • " : • • ' : • ` ; • ' ' 2 " 5M-2A. PROVIDE ADD 21 B BASE STONE AS NECESSARY • ' " • • • • • • . • • TO ENSURE SMOOTH FINISHED SL Off AND POSITIVE DRAINAGE. NOTES: 1. THE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED OCTOBER 2, 2000. 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS, THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. 3. NO TITLE REPORT FURNISHED; THEREFORE, THERE MAY BE ENCUMBRANCES AFFECTING THIS PROPERTY THAT ARE NOT SHOWN ON THIS PLAT, SHENANDOAH UNIVERSITY DB 924 PG 973 ZONED: RA USE: VACANT i CR,4PH/C SCALE 20 70 C 40 .20 I ( IN FEET 7 inch = 20 ft. STONE CONSTRUCTION ENTRANCE 70, MIN. EXISTING (=1 I I =11 II U •, �F.r.6. ..� a... ar..r�r�r.., •r�s� K! r.r-�:• ' it=i n=n=el FILTER 1MOUNTABLE ELEVATIONSIDE EXISTING GROUND .r9 (OPTIONAL) . . . .. ..a..t..•.i10, MIN. L2' MIN. EXISTING PAVEMENT VDOT It POSITIVE DRAINAGE It; MIN. COURSE AGGREGATE TO SEDI TRAPPIINGENT DE`✓ICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS LAN VIEW OPERATION 1 12• WN. .u-n• .•. •. •. •..•,..• •,..•.. •,. • •,. • •. •,..•- 11 . m SECTION B-B SOURCE: ADAPTED from 1983 Ua*nd Slandards for Soon erosion and Sediment Control, and Va. DSK CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4'X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. WMAx. Jill FLOW r '� 4' 3. STAPLE FILTER MATERIAL 4, BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL, IT INTO THE TRENCH. III r / PLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEII) o. A A \\� POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) ROM 3.02-1 un Aillod Iti Wwilhl at mrsim Md Plhric filter Petits, tar 9edMMN Cans VL OW PM 3.05-2 3syed IN bg \Q` Q) PROJECT SAWY TAX IDENTIFICATION NUMBER 64-B-19 ADDRESS 381 FRONT ROYAL PIKE ZONING B-3 CURRENT USE VACANT RESIDENTIAL PROPOSED USE USED VEHICLE SALES LOT AREA 0.9488 ACRES FAR ALLOWED 1.0 SETBACKS REQUIRE PROVIDED FRONT 50' 24' (EX.) SIDE 15' 31' (EX.) REAR 15' 91' (EX.) MAX. BLDG, HEIGHT 35' 24' (EX.) AREA DISTURBED 0.5 ACRES OUTDOOR STORAGE AREAS 5,000 S.F. OUTDOOR TRASH RECEPTACLES NONE MINIMUM LANDSCAPED AREA 10,332 S.F. 25% LANDSCAPED AREA PROVIDED S.F. 00% BUILDING AREA WAREHOUSE AREA 2,469 S.F. OFFICE AREA 510 S.F. LEGEND: ABBREVIATION C0 F.F.E. r- W, r +� v/:' r DEFINITION SANITARY CLEAN OUT FINISHED FLOOR ELEV. •i # 1 I 0 Q FH FIRE HYDRANT GA GUY ANCHOR- 1. n SANITARY MANHOLE ►'. �'y+' °' ' ' }' TW. TWIN ,;,�� > ".4W . WM WATER METER �: ; V WPP WOOD POWER POLE 4F f% WTP WOOD TELE POLE WV WATER VALVE �I ` ASH C11 ELM . MAPLE _ r`•'' }' � Z WALNUT IRS IRON ROD SET ) _ IRE IRON ROD FOUNDLLI TOTAL AREA 2,979 S.F. '' w� FAR PROVIDED .06 PARKING TRIP GENERATION ' OFFICE 1.3 (01/400 S.F.) E'I'E, tSTM+EDI ION ESTIMATES THIS WAREHOUSE 2.5 (®1/1000 S.F.) 811TE AT FULL DEVELOPMENT WILL LOCATION MAP GENERATE 42 T.P.D. (CODE 841) OUTDOOR STORAGE 1.7 (®1/3000 S.F.) SCALE 1"= 2000 cw TOTAL STD. SPACES REQ'D. 5.5 nn1\TorrnTTr11Tn1�1 r,Tmm�O � STD. SPACES PROVIDED 6 HANDICAP SPACES REQ'D. 1 HANDICAP SPACES PROVIDED 1 PARKING LANDSCAPING PERIMETER TREES REQUIRED 4 (AT 1/40') PERIMETER TREES PROVIDED 4 INTERIOR TREES REQUIRED 1 (AT 1/10 SP.) INTERIOR TREES PROVIDED 1 PARKING LOT LANDSCAPING REQ'D. 60 S.F. (5% x 1200) PARKING LOT LANDSCAPING PROVIDED 128 S.F. EXISTING STRUCTURES SHALL COMPLY WITH VIRGINIA UNIFORM STATE WIDE BUILDING CODE AND SECTIONS 304, BUSINESS NAD 311, STORAGE OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLY ARE CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. CHANGE OF USE PERMIT IS REQUIRED FOR EXISITNG RESIDENCE PRIOR TO RENOVATIONS. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. T r F NEW ELECTRIC & TELEPHONE SERVICE 0 OFFICE E E E OR WAREHOUSE TO BE UNDERGROUND. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA-- 100 S.F. Prune codominote leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all taps and labels Cut away all baling ropes Remove top of wire basket Widen and score hole wall 2 J 0 GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for tht, 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 Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County, and the contract documents. 2. existing subsurface h w v r m xi t t are not shown. The engineerhas attempted to locale a sting subsu ace o e e , such may exist to o s o The rontrgclor shall exercise core m this work so as to avoid damage to any utilities. Any damage shall bF the contractor s responsibilit�yy. The contractor shall notify oil utility companies 72 hours prior to construction Call Mis: WW Q � ,` i r Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall 6� be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets 4. An during tfie the be brought t, unusual subsurface conditions encountered course of work shall immediately �Q the attention of the Engineer and/or the Owner. 5 Contractor to obtain, at his expense, all permits required of this work. and shall folthfully adhere to the perrnif conditions imposed. , g N 6. All grading for Improvements to be confined to the project area Any work performed offsite Is the Contra(i >� N X t responsibility 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction •""'� R All cutsheets should show existing ground elevations at centerline of utility, structure or rood, and offset hub elevatior iG EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained frrlrrl W • Frederick County. 0 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 construction 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 day- when construction is not In progress, 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected 1 P or,a. 5. All unpaved ore of the it which aredisturbedb thi construction h II r vi ith 4 it u pa ed as site c y sshall be provided ded w topsoil, J fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graded sholl be disced, leveled and seeded to achieve lawn conditions FIRE & RESCUE 00 J 1 Burnlnq of land clearing debris requires a permit from the County Fire Marshall. Burning of construction J-bri, 16 0 • on site Is prohibited. 2. Access for emergency vehicles must be maintained at off times during construction. Temporary street signs must be begins. Contractor that do to fire % posted as construction must ensure parked vehicles not impede access hy�,ronts. Fife Hydrants are not to be obstructed at any time. V N a CA 7.5' I PROPOSED --- PA Vf _Mf _N T PROP. GARDE EX. GRADE EXISTING AGGREGATE BASE -I PROPOSED PAVEMENT PROP. 0V£RLAY 2 " SM-2A MIN. 2 " SM-2A 6" 27B DG NOT prune terminal leader or branch tips PROPOSED PA MVENT SECTION NO SCAL E -Prune narrow crotch angles and water spouts Prune broken branches Prune suckers � 2'-3" mulch kept away from trunk Soil well to contain water r , Remove container and cut circling �� Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL ao ale UNAMENDED backfill soil Partially backfill, water to settle soil, finish bockfilling Area for water drainage PLANTING ,SCHEDULE ASPHAL T SURFACE REMOVE EX. AGGREGA rE BASE AS NECESSARY TO ENSURE POSITIVE DRAINAGE FLOW OFF OF EX. ASPHALT SURFACE COMMON NAME ,N/H fe'-1 EIGM (AT Twi- OF PG4NT1#0,I SPACING OUANT/TY P/N CAK ' " L:AL. ® 4' H1j," AS SHOWN S c Cg LILAC OR FORSYTHIA .3' MIN.HEIGHT 5 FT ON CENTER 20 SEEDING NOTES Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 Ibs Tall Fescue per ac, 12 lb, Annual Rye per ac. 1000 Ibs. 10-20-20 Fertilizer per ac. 2 tons ogriculturol limestone per ac 2 ton: straw mulch per oc. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grode shall be as follows: 60 Ibs German Millet per ac. May through September) 60 lb. Annual Rye per ac. (Octtober through April) 450 lbs. 10-20-20 Fertilizer per ac. tonsagricultural li r r 2 to limestone per air 2 tons straw mulch per oc. Seeded areas to be watered and cored for as necessary to provide gross emergence. DEVELOPER OWNER AMAZING MOTORS MELCO, INC. 687 N. LOUDOUN STREET 609 CEDAR CREEK GRADE, SUITE A WINCHESTER, VIRGINIA 22601 WINCHESTER, VA 22601 540-665-2027 PH.- 540-667-3900 Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date • •VV1i Y �>IX1_W RGINIqLLj Q O v p q w � w � O W � w w '�I � q v1\ V Q SCALE: DRAWN BY: RAM PROJECT NO. 000 DATE: 1 %31/00 SHEET 1 of l owe O �Ow a� �U'z g S U O N W T lL Z ��°wwoo C szz ONE STORY 0 FRAME ',�1 (}WELLING i } F F E.=744.53 r 3 ,�'�``• PROPOSED �t3. 4 t c, MATCH EX. PAVEMENT_ �'+ w LINE AND GRAD!- 0 X TAPER a, 9` P' TO EX. PAVES NT Q O r fJ \ -A 4� sG740. -►TU. !A :,A ,, , A � i V �Ai '12. ram, a • ki'� BENGHAyfARK1'' 2 NAkS IN WTP 17J V4 ELEV. = 741.99 , PPOPC'SED GRAVEL TO 91 REMOVED AREA TO BE- TOPSOI!_En AND SEEDED IN ACCORDANCE WITH GENERAL NOTE ES-5. -- - _ EXISTING 0iFAVf_ Z AREA TO BE OVERLAIN WITH A MIN 2 " SM-2A ASPHAI T PAVEMENT. PROVIDE 218 345E' STONE AS NECESSARY TO ENSURE- SMOOTH FINI.SHEO SLOPE AND POSIT'VE DRAINAGE. EX/STING 6,RA55' AREA TO BE PAVED WITH A MIN. 8 219 AND 2 " 5M--2A. PROVIDE ADD Z 219 BASE STONE AS NECESSARY `-��-- TO ENSURE SMOOTH FINISNED SLOPE AV POSITIVE DRAINAGE. NO ES: 1. THE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED OCTOBER 2, 2000, 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER 114 SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. ?. NO TITLE REPORT FURNISHED; THEREFORE, THERE MAY BE ENCUMBRANCES AFFECTING THIS PROPERTY THAT ARE NOT SHOWN ON THIS PLAT. PIN 64B-A-18 ti'g MELCO, INC. DB 779 PG 1545 ZONED: B2 USE: RESIOLNTIAL 5 62 36'50 " E 274. 09 ' PROVDE APPROPRZA TE WALL MOUNTED HANDICAPPED PARS ING NO71CATION" i . r PROPOSED. CL 9KEL STOPS $ 4 SPACES -(1 H.C. ASS) _ 2' CONC FLUME, PROVIDE 0.5 CU. YD. CL A I RIPRAP WIRE FENCE >. '5' By WALK MATCH EX SIDEWALK ___1 _.. _.__ _ _ _ LINE AND GRADE r� EX. ONE STORY BLOCK & FRAME i GARAGE F.F E =739 52 MATCH EX. PA kFMENT -----^LINE AND GRADE END CG-6 BLOa CHIMNEY ' BEGIN #IfR TOPS CONC. c, S t TYF t _�_- - v 2 SPACES PIN 64- A- A SHENANDOAH UNIVERSITY DO 924 PG 973 ZONED: 82 USE: VACANT `� GR,4Pf�/CSC.4LE 10 10 0 40 ( IN FEET 1 inch - 20 ft. CONSTRUCTIONSTONE R. PAVEADn nyH-' 6. M1111 wxwrAILE HIERM SIDE ELEVATION EXISTING GROLIP41 f �.: II I 1111►-:: � 1.: 1:.:lixis rim � to; wte AGGRIEr TRAPPING DEVICE , , < , LAN VIEW opmnm 11-1{=11�\?.�1��:�k�?.�?.�i?:��t•f?�i�:Ai7C�i:��, 3* MIN FILTER CLCn')'i SECTION SECTION B-B 1.5 CU. S CL. Al RIP AP PROJECT SUMMARY ABBREVIATION FINITI ',•r'`"`a:>,' `� `''!` eF - ��° �� , TAX MTFICATION NUMEIER 64B-A-19 /r _ ', f �R •:"+ "� CO SANITARY CLEAN OUT •io rm`" �, ADDRESS 381 FRONT ROYAL. PIKE F.F.E. FINISHED FLOOR ELEV. ,� ` . ; , Q Q ZONING B-2 FH FIRE HYDRANT'.t - CURRENT USE VACANT RESIDENTIAL PROPOSED USE USED VEHICLE SALES GA GUY ANCHOR ; ~`*t J ,e�.v.� �;' `W,ok. LOT AREA 0.9488 ACRES C) SANITARY MANHOLE FAR ALLOWED 1.0 TW TWIN i- 4.. �,d. +r.�,, : � f ' �.- � �.«. �:� > ". ,• ;� ' _ •1#>` I SET9ACKREQUIRES PROVII WM WATER METER FRONT 50' 24' (EX.) WPP WOOD POWER POLE + t.. t . •,. �' rt SIDE 15' 31' (EX.) WTP WOOD THE POLE _. I REAR 15 91 (EX.) WV WATER VALVE l MAX BLDG. HEIGHT 35' 24' (EX.) ASH .; r • w AREA DISTURBED 0.5 ACRES OUTDOOR STORAGE: AREAS 5,000 S.F. O ELM OUTDOOR TRASH RECEPTACLES NONE MINIMUM LANDSCAPED AREA 6,199 S.F. 15% MAPLE LANDSCAPED AREA PROVIDED 17,775 S.F. 43% o WALNUT `Q.4 �`f., BUILDING AREA IRS IRON ROD SET f 1! ,` • ��'� ¢ ~ if cn ASSOCIATED STORAGE 2,469 S.F. �,; .• 1/ cz,, <n �, lo�,oY OFFICE AWA 510 S.F. IRF IRON ROD FOUND TOTAL AREA 2,979 S.F. r r • / y •,4 LJJ l r_ W �. . FAR FRONDED .{16 TNT' TK�N y, ,. �.' , .,F � _J �. : • rr cr J.J.J]Yd11.pC '. OFFICE 1.3 (01 /4tX1 S.F.) IT1E, 6TM EDR10N B8' *AATM Ti-r6 "r.�" � _ ' ' nw i I OFFICE sIaRAGE 2.5 (01/1000 S.F.) EE AT � CeV�•OP ENT Wu. LOCATION MAP o a CeNMATE 42 TP.D. (CODE 841) Q i SCALE: I'= 2000 cn j OUTDOOR STORAGE 1.7 (01 /3000 S.F.) - s 5 5 ti TOTAL STD. SPACES REQ'D. 5.5 w 0f { STD. SPACES PROVIDED 6 UPON IMPLEMENTATION OF THIS CONSTRUCTION NOTES HANDICAP SPACES REQ'D, 1 PLAN THE PROPERTY WILL 40 GENERAL IW a o o HANDICAP SPACES PROVIDED 1 LONGER BE IN RESIDENTUL USE. 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the Q w co # completed installation of the utility systems and all other improvements shown or implied as necessary for the PAR" completed fact ity ready for use. Unless otherwise noted, s ificotions for all work 10 be in accordance with 0 J4 ry p o BUILDING MOUNTED LIGHTING Wltl_ i " � - - M � opokcoble -standards and Construction Specifications of The rrgrna Department of Trar^sporfation, Virginia 4 p PIMM TREES REQUIRED 4 (AT 1/40) BE UTILIZED. IT SHAH BE SHIELDED Department' of Health, Frederick County, and the contract documen''s. r 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that ore not shown. Q a PERIMETER TREES FRONDED 4 TO PREVENT SPILLAGE TO OFF SITE The contractor shall exercise care m this work so as to avoid damage to any utilities. Any damage shall be the `I i--TT INTERN TREES REQUIRED 1 (AT 1 /10 SP.) cantrgctor s responsibili{y The contractor shall notify all utility companies 72 hours prior to construction. Call `Miss f 3 N 1NTETzJOR TREES PROVIDED 1 Utilit 800--257-7777. w 3.e contractor shall be responsible for all construction stakeout. All dimensions, elevations an locations shall 8 PARKING LCT LANDSCAPING REO D. 60 S.F. (5� x 1200) be verified in the Geld by each contractor prior to beginning the work. The Engineer will opp,ove all cut sheets. a 4. Any unusual subsurface conditions encountered during the course of the work shall be immediate) brought 10 o PARKING LOT LANDSCAPING PROVIDED 128 S.F. the attention of the Engineer and/or the Owner. g y g I h EXISTING STRUCTURES SHALL COMPLY WITH VIRGrNIA 5, Contractor to obtain, at his expense all permits required of this work and shall faithfully adhere to the permit , co ^ conditions imposed ID 4 ` UNIFORM STATE WIDE BUIIDNNG CODE AND SECTIONS 6. All 3roding for improvements to be confined to the project area. Any work performed offsite is the Contractor's Cr! .'+ 13 304, BUSINESS NAD 311, STORAGE OF THE BOCA responsibility. *0 40) rrs lip NATIONAL BUILDING CODE/1996. OTHER CODES 7 Cutsheets shall be submitted .o the Engineer for approval prior to ordering structures and star of construction. wIs > Q LL TPAT APPLY ARE CABO Al17.1-92 ACCESSIBLE AI cutsheets should show existing ground elevations at centerline of utility, structure or rood, and offset hub elevation. 04 }j cTi AND USABLE BUNDINGS W FACILITIES EROSION CONTROL n CHANGE OF USE PERMIT IS REONED FOR 1 A Land Disturbance Permit wi6 be required prior to initiating any site work This permit can be obtained from at cn ENSI1NG RESIDENCE PRIOR TO RENOVATIONS. Frederick County. 01 2. Tempporaryy and permanent erosion control structures and methods to be in accordance with the Virginia NO STEP SLR WL, DS WOODLAND OR OTHER Erosion Controw Guidelines and local ordinances and to be utilized during the construction period. � cc ENVIRONMENTAL FEATURES EXIST. 3. AO erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed ALL FIRE LANES TO BE MARKED AND POSTED PER at the earliest possible dote after establishing grode. Nc area is to remain denuded for more than 7 calendar days when construction is not in progress. FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 4. Contractor to clean u and restore disturbed areas immediateh upon completion of I in in the affected � NL W ELECTRIC do TELEPHONE SERNCE TO OFFICE area. P / P pope -laying aY 9 OP WAREHOUSE TO BE UNDERGROUND. 5. All in= J areas of the site which ore disturbed by this construction shall be provided with 4' toosoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide o l HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. HAVE CROSS SLOPES OF MORE THAN 1-50. THE ACCESSIBLE FIRE & RESCUE 00 ROUTE &ME CANNOT EXCEED 1:20. 1. Buming of land clearing debris requires a aermit from the County Fire Marshall. Burning of construction debris HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 on site is prohibited. • ARE SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 2 Access for ermemenc vehicles must be maintained at oil times during constnktion. Temporary street signs I 1G FT, FROM PROP. ONES. MAX SIGN HQgiT= 35'. MAX must be posted as construction begins. Contractor rwst ensure that packed vehicles do not impede occess to fire rants. re Hydrants are not to be obstructed of any time UT �"` - SIGN RIGHT= 35'. MAX. SIGN AREA-- 100 S.F. hydrants. • 2' CONC. F IX, PROVIDE 0.5 CO.. 0. CL AI RIPRAP CONSTRUCTION OF .A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. S11CA LATE A 4'Y 4' TRENCH UPSWPE ALONG THE IDM OF STAKES. now 4' 9. STAIRLB MTEBR HAT6RIAL 4. BACKFUL AND COMPACT TO STARS AND 111i TFa EIMAVATID SOIL i IT DNM THE 77MCH. i SHEET FLOW INSTALLATION (PIt�WOTItr�: VMT) POOH A SHOULD BE BMW THAN Pli B. DRAINAGRIUY INSTALLATIOIN (FRONT 0XVATION) _J MM eagad ao• .�TL Ow PIifK soma th+o.d and Ajd .. .0 Pane codominat: leaders Prune rubhing or -� cress branches DO NOT stake or wrap trunk unless necessary Remove all tops and labels Cut awry oil baling ropes -� Remove top of wire basket -� \ - - 7.5' PROPOSED PNOnn .. PAV-SMENT ASH& T OVERLAY EX. GRAD£ PROP" GARDE- IL EX. ASPH41 T SURFACEO*"W EXISTING AGGRFGATE 6i4SE REMOVE EX. A05REGATE 315E PROPOSED PA t/EMENT PROP. OVERLAY AS NECESSARY 7t7 fhISURE2 " SM-2A M/N. 2 " SM-2A AOSIrIVF DRAM" F[OW O,I-F 6" 21BOF EX. ASP/ i1LT SURFACEPROPOSED PA�V SENT SECTION Ix IN __� DO NOT prune terminal " ""- __/-��- leader or branch tips Widen and score hole wall 1 Remove container and cut circling �'� Leave solid soJ pedestal 1do roots if container -grown, or as much nct dig oeeper than boll depth burlap as possible if field grown ag hole 2-3 times root ball width TREE PLAM DETAIL no cxok Prune narrow crotch angles and water spouts Prune broken branches Prune suckers ?" mulch kept away from trunk Soil well to contain water --UNAMEND=D bockfill sal -Partially bockfill, water to settle soi, finish bockfilling --Area for water drainage PLANTING SCHEDULE COMMON NAME iW. giZ/iE,b'/T AT Ali QF PIANTM) SPA CIA 1(7 OUAN777) P/N OAK 1 ` CAL. ® 4 ' HIGH AS S,YOWN 7 ARBORVITAE 3 ' M!N HEIGHT 5 ,rT ON CEA'TER 20 SEEDING NOTES. - Permanent Stabilization: NI disturbed areas not paved shall receive a min 6 n. topsoil and �p seeded as follows: 200 Ibs Tall Fescue per cc. 12 Ib. Annual per a. 1000 Ibs. 10-2 20 Fertilizer per act 2- tons ogrkAurd limestone per oc 2 tons straw mulch per 3c. Permanent seeding will occur as the final phase of construction Tempcn Stabilization: Seeding to stobilize areas left denuded for more than 7 days, but riot yet at Final grade shall tie as follows: 60 Ibs German Millet per ac. May through September) 60 Ib. Annual Rye per oc. (1 .obey through April) 450 Ibs. 10-20-20 Fertilizer per oc. 2 tons limestone per i, %iculturd 2 tons straw mulch per ic. Seeded areas to be watered and cared for os necessary to provide grass emergerce. _DEVELOPER OWNER AMAZING MOTORS MELCO, INC. 68*7 N. LOUDOUN STREET 609 CEDAR CREEK GRADE, SUITE A WINCHESTER, VIRGINIA 22601 WINCHESTER, VA 22601 540-665-20274 PH.- 540-667-3900 ro d by Frederick County Zoning Administrator Site Plan Apirovd Valid for 5 Years From Date Shown Hence Date Z O q � W a�- w� q � O � v v SCALE: 1 "= 20 ' DRAWN BY: RAM PROJECT NO. OOC DATE 10 11 00 SHEET I or- 1