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HomeMy WebLinkAbout08-00 Datalux Expansion - Shawnee - Backfilez D0L GL/,S ADAMS P.I.N. 64F-1- 7 UH: VAC -AN r ZONED: �11 P.I N. 64F- 1 -8- U':>E: OFI7ICE -'0N':_D: ''A 1 (ROUT SUMMARY EOUNDAFY LINE ADJIJSTIAEN` T,,iz IDUITIFICk ON N )MBER 641--1-2 A JUST FADJUST .AT T0 D NORTH' -- LkNT�' C-)N(::TRL CTIJN EI01%, LOT i�REA 2.V ACR S FROF'ERTv LINE APPROV:D } ; N P.1.N. '-4F-1- 9 Z�."NG M-; m o o r USE: OFFICE ORREN USE 2 -1 G-2000. 7 O N E D : M 1 P ?,OPOS :D USf. - --- ---- -- --- -- - --••Itx-a�l,r�--- �ATEF� LINE A.LOwE[ BUIL[dNG HEIGHT 60 R. Tj .FXPANSION WILL HOUSEPMI D�RSH. -IE SPAUCURED 0 EOTH MANUFACTI.IRM0 AND LCOZIING SPACI 5 MADED 1 RTE. 990N,AVIATION )RIVE ti 60' R W G STORAGE 0..S. _ - �RIti'��ol. as UNPOSTED SPEEC LIMIT • ! IN1I IN=Eas Io 15 T. TO aIRF'OR �• ROAD ROUTE 64, � �- IN� OUT 689 C;) ROAD CROSSING BY . ---� ` �+T -IMITE[) PARTNEFSHIP--__--____ ______ _ ___ _ ._ .__ _-.- !_..__ �f'fN { 6 4 F --- t -- 6 \ - : -*T d>, y`��\ Cyr fvlET - - 6" 90' L• SIDEN!T 25' 25, (I x - __ _ V'XCANT __ -. _ - ''', `� -'- - .69°!, _..- ..__ :_ ___ I-..... _.__ i_x 8' SE\�•�ER I � - - RJIR 25` 57.5' (Expansion) FC: M1 SIIE (t fl Z : _.. F'70NT - z. -- - _ _ cl7 . �' ?] _. }.. N.. Ex FIR I1 46 513E " -, --+t _. _ y 1 5 HYDRA �� b s r` E b ' 5' ,- E19'aEN1 F YT (TYI") f 3. (; -?, _ _ _ P'�.. __ _ _ � S�DE,,,dc F 4) 3;;- . �•'" t8 I * ;; s. kcf �,� ;�. � 9 - -- - -- � Tr1TAl F OOR i REA 1$, (10 S,;, 24, i48 S I . f .. I +'i TIId ���� � ,1 6 W. 0 • 01 TICEPACE 2 44 S., . 2.,44 5 ) L 6' TAPIINGLEEI'E , 2( W� ER �40 I C KtEA 0 S. �y ..r •" , ,� ✓ MA CH E'. CUF �__ . _ AND VA! VT. 1AP f1Y f; EA;EMEIIT IT l4' »' RIM- 6s�.2 % _ '� ;� � � , � �, o � B GRI'.DE F_ .S.A _ �� I 0� i , B �11)�I( HEK� INV-fi86.2; - / (' :I'\: ` '6✓ /, PAkf N _ -- 3. D-VELOfID IAI Off • - I t 1 BA.. Inc T 94 k UI`,T 901 7C, 0 , LINT & �u� - - - �! OR T(. t k vkON�,L r12�prr rC' ' W ; IF / EX. T'OR F K! r�EG MAT'H EX r 1. _ AMiNG �? ?r, 3 � 11r-- � ►1TRAC I <„ _ NA ICF' r - Pia • � - .�-� •. ., � �� � _ --- �- w +�it1w , �ntx !:Ai'(1. Nit A ! 1, Xj 10 4�:s � r, ► . 00 - - - OF PROP .6ED 'RACE'. MAY 'BE A. 00 R F •E Of GUTII T -�-' �- , �, �,. _.-•- NV , 3+F . a j. sa EX S ' _ - � t _____. I j�j(>� _ itM ^E O PRE.�i M. E . , �1'�;i t't 1� ab'l f r('rr►I;� I �; +fir , I ra/ i ( MATCH 7� � � ! 4-E :�a js - TING :PAVE•+SENT. PROS ID ..' J C T E {'= c, � �7 �{�j� ---------- r. L, ��}�{- �yy[C • / / v ISPA""ES .� �J I .N1i V 1 � Pl,. -) �"� ' .__.- 5 - �ii�7E 'ICJ '� as„ ` 4' x� '� �C~ T�[ C r'01 )0� _ 57 f'. OF(STi'1G I SIDE WALK ?EQUN ED - �t I ` _ 7 5 T. Ot CEM R P!!� j f sii". 'N wr 'jli i� 71 i" I ` _ ' wh. PLANT _ r < ' TO fE RE40VED t WATCH EX C ! °� t , • CURE' S WA 1RB GRADE �' " I I J 7 F►r [�'x1F4L y' � , AN. EEWER / ; .hMA,QK E x S T I a G M'ATCH' fSTIhIG CUh'B '� �� �' TOP FLANGE 301 T P a v • f IRE 'i YOFANT E n L NE "'� F F i �� Ea' = 7c ,� 45 . R E ?M , TF r; J F� T '(O' � � � , n� ` \ �,_-.• u BWLC ING [ _�.,.- ._ ._ ---- _- '� C 7�715 . _. C :TEIACh �i - - -, r 2 FT WI . E CO` / ''H Eli. SIDE WALK �' 7r I �. �' . - - 4 , / / ...�_ / : . AL r' '.i -r r r rAI {FE `; E r AfA <. FL ,N�€ krTH 0.; Cy \'• , OS o LiN,: ANp GRAD! . RAi":i r, f c r \ ---� - �R K LOT i Ai�tl , jMl. ff (� i i h 1 '4 E • 0 5X .i 7r''� '10 U. CL Al FIPRAP ANDFL S :AFE D ' ¢ P A I .: E f �RKNVG LOT I M�`� 'P11K. 'i�fMLf () ej '� c r rj 9 x t"r (j►` ^� \� ��, J /� ,� // , RE IT GRAN F , J '1, STEE St.DP: S, t( WA 6. %*• UKn S110111S• �'1(if�tAff, Z:.7Q ��IRf 1 Ok TV E1+V�"OtW'Al FUMES EXN IN T► , 1M. G r R 6 i fT. SIDE'41ALI�ELEYATION.- •:>. - _ _.__ - 'j 1 *, I , COARMgN .'WME S/If' (Ar PUF Of fI-AA(TiW,) Sf4C/NC I OPA )UE E JCE _ . _---*---I- ._ _ ... - ._ _. _ _... _ .._ - _ _ . • 1 � . \ _ AND SWX GATE F REST�IPE T40 ADJaloN„ril. SPACES ` � 1 EXISTI dG c T;_i._ _ -'" � I � 75 � , � � �• i f � � FOR iMIDK APPEC ACCE:),%ILI IY - C . .0 .; 5• :�FORU PE.14 ?" �' 6"HIGH� AS M'N � e9 n - - PROYX APPROP61ATE SIG 41I� S'D. DI 36-7')6.37 �' _ .__ _ r 7 �" r f- PIN OAK 2" ^,'u. 0 6' HIGH AS SHON:N f 6 1 MAGI )0.12 v . a ACCES`. 8IL - AND m RAMF S. PROP INv r�l- 7('�0 •'```4O � 0 7, ' I �� �3.25�. a � �_ :-•--� . --- -- - ----- - -- ---. _ _ --•�- -_-_ _- - - - + -- .__ . __. -t I IYH/T!� PM E S' A'IN. t EiGHI 7.0 ON '.:ENTL R 5 - \Y MATC T EX. ',IDEW +LK REPIA:f W�1�-DI -. -•�' SINEW f. REQIIRED J� LINE AND GRADE: ' � �-,�111-=705.'r5 _ ...._--+ - (.� 1--- --- --- -- ---- ----- -__ __..., .----- -- - - i..- ---- - - �: 01 I ROVO; PAA MENT OVERLAY AS z. �= �: C I)765 3' Pel�nanen Stahl notion: NI C � 'area not Oared s�lall net+�i�e a min. f in. t( 1 � \ NECES� ARY T) E 1 T C A 1 / _ - -- -_ _ - -- _ _ � N5t RE P')SfT1VE '• i -�--- ) 's„5 ' arw be sl �rded t+s foAo+rs: 5'�'F['RAIN41 FR(41 81h ts'' �,> I 2011 Ibs TA Fm,.ve pe+ oc. \ LT )7.33 , ; 1 ! y 12 b. Anouol per ,;c c;a 000 lbs W �I20 F rt,�zer eper� :. . r ?-! 1 4� I Q. 9 `] I 2 tons silaw mulch Per a. •F, �T s� �A , % / �� ��(� ` /� {-"',I ' __ ►' � - - I Peimanew sewing Yd occur as the final jhm (.I conslaxtiar P.,'OPOS,7D CA''10PY 22' x 20' f X :J �, I Temcom itabklation: Seedi to xtabilire areas left denuded for m(re thm 7 dais, b(d not LJ.! ' { yet at fin•4 graep shall be as ollowi: - \ ' 7 .-� /LL nn (g C .EAR f�EIGHi -14 �T. (I� N) # ._ :_ �� ' �� - `" .-._ ._ F 60 Ibs Ge�mon Millet pIr oc. 'May throuo September it E� :IIDIN( HEIG4i -1 FT. I 60 ID. kvival %*. per x. Ot F.ober i == 1- ° 1 C' , �' �` ! _ PROP STC RM E TR. 1 451 tons 10-20 -20 F('rtil¢er per a(. 2 x4; -�►! ,. 3 G - $ .- T I i i 0 "- ---- _- 2 nns ac licultura( lime" Icr •.r 15'; `,. LOADING `. °ACE . - _-.-t - - RI�1= r .4C U. X _ _ _ _ . 2 ,tans sf ow ml mulch pe oc. �D ON . ST1)R'Y I' ~ NV. IA 70; DO Seded ai vs to be wavered (:nd card for as re essory to pr(4de qtm ervrgerx a _.,..._.. ° BLOCK fu :TAL BUII)ING �_ -� IN Sl • [11=.706.61 NV. Crlj71!1.80 r.eE3CrTA1!? CEV'Ft_���!�4E`�T. �' FF.E.-7C7.31 s_ dV 1; 14 .E 3 +' 5, 3 \ ,--- -- US- - ';VACANT _ 8 ALD Ni, I !Q a c,, �^ 0N�_D: IA \ 1 �� 1_.F. 707,37 I c-- 2 S 9 1 i ACRE':, ,\ P [; `�;lie o 0 � t `I •. Ri_C7L'IRE:) V''ATE:R, SEWER ELEC. AkjWN T_LE A'�1D DA "A JNE TC Bf NQTTE: STR .1CTL+ E ;IiAL `- C( UPL Y Wr N V11M A LA.; FW S"''ATE NU BUL ILK i CODE A ND ! E-CT ION - M, U 3E CAOU13 S (3TCaKAGE-) OF '1-E 3OCA NATION 4L EUIL.DONG i :ODf.:_:A 6. CTHEfR CC DES THAT iAPP._Y A:EA CAB C At' 7.1 VW A I ;CE: SSIB -E A 1 D LSAD..-E B .ALD NG AID FA(; L.f T :_:S. (.F ;AGE L. HE1'qiZE-, E J i.1X P. N 64f'- 1 --1 ` E: OF FIC __ '1')NED: M I APf,�,, <hrGEf'1CK COUi/TY 'OMVC, A,9V1A1'5TR,4T01- _ Gl �� 51 rrr PLAN VAL b FOfr FIVE YE e T _ Fki V OA T CAQ LA 7F NO rES: << ,T )A/ AS NECI NNW' TO :.NSUI�E _1/ - 1-y �--��•--- --� _. __PC iITNE DRA IKE AWAY FROMWA1_L TC D.1. E`;ISTIN� OC y-� 017TdTIV(AiiI PROPO'�D CON W E ll ` EXIS; NG E UMSP'i-ER F AD Y' .Y� AND ASSC4:,1ATrn WAi i S aNl�` - - - _- - _ _ _ _- - j T�.T.,c I�I�OVE PROPO'�D PAA VENT \ 1 .. PR•:)VIDE TREN :.H I)4 AIN I _ s I J,� •-� TO STR. 2 UnUTY ?EDES hs r . I DET1W STORM DRAPMd,' d STR'.CTURE PROPO;ED STOE1,( DW�N GE 8 S°RUCT(IRI �.rm�� .:�-'� , " 4 - PROPO FD 111AT1 R WIr - _.. w �-- ' j 2 ( . - _ 11 60 -F1LTER FABRIr' PERF:IRATEC, PVC 'NNECI TO S1R. 1 NOT "o se fI f' �'RE ,,YCt' D1';?Alll ` E)aS1W � >rAlIIt WIN PROPO'.kD FIRE HYW PROPO ID GATE VALVE A BOX PRO ;ED CUR:I & GUT Jt PROPO 8 CUR w/REV GUTTER SLOPr PROPO a FIRE LANE EXISTN.: SAN ! XR M::1 MN" IE PROPO QED SW SEWER *D WN +OLE PROPO �D UMDt.RGRDL ELECR C SERVNE PROPO �D LWAGROUMJ TELET� <K SEF',XE PROPO;ED GAS 'VACS PROPO iED UGH1 Fwwi (SEE [:TAIL ON SHEET •s.l 1 { E. +<?E'JDE J F ROH E KIS- INC FA CIL TY i �z j A MINIMUM 36" HGH SI OPED EYBAFdKMEN TO BE kAINTAMED IN THE BRA NI G EASa­At NT TO \ IMP MENT SCREE KING I � AD, OININ( LOT '?E PROP. S TOR ST w I'z c'' I ED RI R. 2 _ �: :. -- BY �!DINAI`A',E SEI:TION E , � : M 706.40 i SIU&iMALK QUA , 165-. 7. ( o). INV. OUT= 704.0 r , ( IP) ll - Y is - 'c 707 „_. _. 2` 00 T . - iL RETA `HIND iYAtL - ---- '•..- �t� __{'� WEB( I , ) FII L AGNNST BUILD :NG W. '7RI LANE Y �5: F....YM�s.S.+�•• -iTE.1GA A - 43'2 7'05' W - - - _ TRAI'_Ef. 1 EX. ONE S101 Y i G R J V E �.•r/1/I#� 1//VMV�:,�/'i��.L 2c' t0 i r0 inch ?0 fi n i 1. ALL 'NVAKYE 3I1PLL ANFi1RM 0 TF+E FRI.DEKHA COUNTY ZONING C,)DE, CHAPTER 55, S" T10 16!1-30, s0s. _ 2. ALL .JGHT NG 1! TO OM, LEIl .TOJR3EV0.J_ OEF4n E- b,,RF­.-- - - - - - - -- - - - - - - - 3. ALL JTIUTi ES A ;E X BE 'LACE. D UNDERMUN't). 4. NO (,UTD(;OR STRA(Z *[AS IRE PROPOSED. 6. NO I )IM TAL �`GN i`i PROPOSE D. G N 34.16' 55' E VVIL,:,UIV 1 } F I.N 64--A-3� i w O U Pf"OP J` E C0 `IIME:RCI ALf'EX. Uc EP. RED IDE UTIAL T I . ZO NEC : M 1. I° 4��/ ° 2 C Uj r n Z 3 :E��c; uw _TTyv��rv'ivr, j �r SCALE: _ 1 20 ' DF:AWN BY: JOS DA. TES - .<_ - 7- 2060 SHEET12-_cw 3 , GELERAA , i 1. The contractor shall furnish all mot eriols labor and ui ment and perform, al work including restoration f r h a, a .. k n .eq p, p 90 the P un completed :installation of the. utility systems and all other. rn1 rovements shown or implied as necessary for the p Y Y P A ry completed l R omp sled foci ity ready for use. tUnle�s otherwise sated, s cifiaations for all work to be in accordance with applicable Standards and Constructivan S ecifications of Theirginia Department of Transportation,, Virginia Deportment of Health, Frederick Cotunty tinitation Authority and the contract documents, 2, The engineer has attempted to locate existing. subsurface utilities; hoviever, such may exist that are not shown, The contractor shall exercise care fin this v4 so os to avoid damage to any utilities, Any damage shall be the contractor's re s onsibilit The contractor shall notify all utility companies 72 hours prior to construction. Cal! ,'Miss l Utility 1--8-157�7 3. The contractor shall be responsible for all construction stakeout, All dimensions, elevations and locations shall 1 be, verified to the field by each corntrdator prior to begginning the work. The Engineer will approve all cut sheets. 4, Any .unusual subsurface conditions encountered during he course of the work shall be immediately brought to of the attention of the En ineer and/or the Owner. 5. Contractor .ta obtain, o? 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 I. resporlsibirity. 7, Gutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction, ° All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSIONCOS a 1. A Land Disturbance Permit will be required prior to initiating any site work, This permit can be obtained from the CITY OF Frederick County Public Works Bepairtmeht. WI N C H E S TE I 2. Tempora and ermanent erosion ,control structures and methods to be in accordance with the Virginia �aT T R Erosion antrol uidelines"and locall ordinances and to be utilized during the construction rind. 1/ `° v o TZMEX 3. All erosion control structures shown: or as required during construction shall be continuousy maintained - 9. throughout the period in which arecas are denuded. Areas shown to be surfaced are to have stone base installed when constructiontpossible date after establishing rode. No ores is to remain denuded for • more than 7 calendar days J at the earlier g g u is not in pro rests. COVER SHEET " � Y p R pipe -laying the af`iected area.. n up and res arer disturbed areas immediately upon con, letipn ofin � +fr 4, Contractor to Ilea 5. AJl unpaved gross of the site which, ore. disturbed by this construction shall be provided with 40 topsoil,ujph i fertilized, seeded, compacted and nnulched. Seed bed to be watered and cored for as necessary to provide a good town quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. I 3 J____SE_ CTIOi� 8� ���SC. QETi�L5 FIRE & RESCUE i r i 1 Buarohioited d clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site Re 'ys I �"i vrr 2. Access for emergency vehicles must be maintained at. all times during construction.: Temporary street signs s� . j must be posted as construction begins. Controctor must ensure that parked vehicles do not impede access to fire ���� j EOO eft UXP hydrants. ire Hydrants are not to be obstructed at any `time. FREOER COUNTY SA�ITATION A 1, 'dater and suer lines are to be constructed accordance p a" E� ' rdarice with these ions and specifications and shall additionally meet all requirements of the Frederick Coun Sanitation Authority.The contractor shall coordinate with this agency and arrange for ilri t�yy ' g cY' g c spection is the Saiiifation Authority as necessary, � ��^,o Winchester 2. Enact .locations for sewer and wateir services to be directed, b ttre Frederick Count Sanitation Authoritya�f� Air Airport Inspector in the field; Contractor to provide assistonce as the (Inspector m require in` this effort, o p Y Y 3. Temporory termination of sewer line shall be plugged with a''viaterti ht plug.: The ends of the laterals shall be marrkk-ed with a treated 2x4 post .eixtending from the lug eigghteen 18) inches above the ground. The top six (6) 1 build, as shown ,an the Architectural drawls s, a 4e to proposed,CH inches of the post shall be pointeid green. Seder lateral elevations to be compatible with gravity service nz buildings i 4, The IFCSA is responsible for the Installation of gwater meters. Before a permanent meter is set they will require: 0 1) the frame and cover be properly dligned With its meter box and yoke bar, 2) the frame, and cover be set to final � A` grade of the lot, 3 the distance between the tap of the cover and the yoke bdr tie between 18 and 21 inches,- and 4) I all components of the meter bob assembly to be , in proper 'working. bider. tit• is the contractor s responsibility to have the meter box installed correct)„ y yri shall install all worter, and sewer sefviees that connect to existing, lines, 1 5. The Frederick Count 'Sanitation Aultho, ty pp p point of the lateral are to coordinated Authority s assistant The location of the to and the termination vritll the engineer. Ana tidotion for services .must .be rode and fees aid: 6. The thento .. County re contractoor Authority ust make all tlicati©nefor andviataerG � cos �f will thisfurnish the materials for and th p ppaf, this R of � Rt. 8 0 7. Frederick Count Sanitation Atlthari a rovgl site plan exp res two 2 ears from date of approval. p '� Y 'ty PP 8. A double check valve backflow prevention assemble is to be installed on any line (fire or domestic) that does into , a building. The assembly must meet ASSE Standard No. 1015, or 1'013. (f the assembly is mounted inside a p OWNER EVELOPER: grequired.� I buildin , a remote readout � aATALUX CORPORATION � Vl iA DEPARTMENT OF TRARSPORTATION 15� AVIATION DRIVE 1. All work on this project shalt conform to the latest editions of the Vir inia Department of Transportation (VDOT) N Road and Bridge Specifications, and Standards, The Virginia Erosion a2 Sediment Control Regulations.,and an other g RP y p WINCHESTER, VIRGINIA 22602 or R f g regulations g Vicinity Mai state, f federal thal or local r entti all ci averraible' In the event of conflict between an of these standards, s eci ications TEL.: 540-662- 1 5Q0 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration , 3. When woman on VOOT r► ht-of-*(B , all traffic control,Scale 1 = 20Q0 P.0•C, ROB WILSON �� H �' and VOSH Rules & 'Regulations., . g � s y P whether permanent or temporary, shall be 99 accordance �' �I with the current edition o VD0.r, work area rotection manual. Fart ermore, all traffic control fla ers must bei' certified in accordance with VDOT s Jonuaiy, 1994 (or latest edition of Road & Bridge Specifications, Section q 104A4C, N 4. Design feakures relatin to construcction or to regulation, control and safety of traffic .may be subject to change u A, MISLOWSKY, as deemed necessary by VDOT. C3 rvq. 020674 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-W 00 6. If required by the local VDOT Residrency Office, a precoristruction conference must be. arranged and held by the � �� � engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT 92000 , prior . to initiation of work. li9�lA� G 7. Contractor shall notify the local VDit)T Residency Office 'when work is to begin or cease for any undetermined w �a NA 8. e� 8. length of wall be rell also. sponsblegifor maintainingnofice for adequate access to the project from the ad scent public road- d l f�ft '" way through construction and maintenance of a, construction entrance in accordance with the it i i Erosion reed went throughog ,See iom02, Furthermore,- access to other properties affected by this projects ail s = , , I ' u , (.e # D � 08 tract o 're adequate diroinage is achieved and maintained on the site during and at the end of 9, construction, stall. ens n 10. All water and sewer lines within exiisti.ng or proposed VDOT right-of-way are to have minimum W cover and, a� f ford q p Approved by Frederick County Zoning Administrator when possible, to be'. installed undeir roadway drainage facilities. 11. Any unusual. subsurface conditions ,encountered during the course of construction shoji be immediately brought to te§9 / the attention. of the engineer and V(IOT, Work shall cease in that vicinity until an adequate design can be determined �i� � 3 2SS l � � by the engineer and a)praved by V,.D.O.T. - 12. All undercut areas qnd borrow motibrial shall be inspected and approved by VOOT Inspector prior to placement FIECEIVELJ 13. All fill. Site fill-, base, subsurface rmoterial and backfill of utility/storm sever trenches shall be compacted in 6° Site Pion Approval UoGd for 5 Years From Dote Show n Hence Date lifts to 95� of theoretical ma imurm i a determined b O T-99 Method : within IEngineers- MAR 2 7 2000 r x , de edit y A�HT it •i us or minus or of Land Manners � Saws or optimum moisture for the full width( of any dedicated_;street n ht-of-ivay. At the direction of �VDOT inspector gg q f � � , Brill gley Seer fiicpat ons. Abccoa of IaIl testsesMaldlebe submittedtlto be final VDOT approval, IMI NGWDEVELOPMENT as required in the VOOT Road and 14. determined St d necessary -an b UVDgTde s rotor;shall be., installed where indicdted on these plans anol further where 200North Cameron St. 4F 6 15. The installation of n by and mailboxes within an dedicated street right-of-way 'shall meet VDOT Fredericksburg, minimum design standards and, is the developer's responsibility. 16. if r re b th to l R si i i ; , equi d y e ca VDOi e d envy Off ep, copies of all. invoices for materials viithrn any, dedicated street PHONE: : � 2' 5 PHOgE � ) 6 7' 213 (� P P P P P Y U rq ec� Number- -wayobscured. ns ector nor to acce tance of work. Unit and` totol rites ma beF () � ®5 FAX: ( ) 66&-r hi�-ofmust be rovided� to ,the VDOT lan required street si Ina a and/or pavement markings ,must t7• nstall d b�cth'e deve o erpor at Misr disere Y q 9 9 / , P g, be P Y ap y p tion, *,VDOT on on account receivable basis. , CG-1`2 Curb romps (Persons �Ir'rith mobilit impairments) should' be constructed. at locations as ,shown on the '11 yy yet Number- 18.plan- sheets or os directed by the WDGT Engineer/inspector., l - r DOUGLAS ADAMS P.I.N. 64F-1-7 USE: 'VACANT P.I.N. 64F-1-8~ USE: OFFICE ZONED: M1 - --- - --� EXIST. 8" WATER LINE - - - EY-Wakr ......................... ..RT�...9.9ONA•VIATIQ•N• DRI•VE..N..60'...R�!!�!......:.........`' ............... UNPOSTED SPEED LIMIT RI 7oT 8 75 ET. TO AIRPORT ROAD ROUTE 645 IN IN=6$9.10 ROAD CROSSING BY LIMITED PARTNEIN OUT=689.00 OPEN F'SHIP �CUT METHOD. 1- 6" 90' EL. 64F-1-6 VACANT °s9 0�• EX. 8" SAN. WER- 4ED: M 1 SAN. SEWER , 9 P, 2 18` RCP i sAN SEAR HYDRA FIRE N 46'51'36' E --- s,T y i SE NT HYDRANT (TIP.) - 1 p c EA EX, U/ TELE 83.50 T%__ - `���.�19 C+' 'R•S �` 6" TAPPING c 6`w 706 20' WATER �J SLEEVE t RIMY 4 ` �� -MATCH EX. CURB GRADE _ ,AND VALVE. TAP BY F__C.S.A. EASEMENT 708 =697.27 v, Y, w,a, �6 - «� INV.=686.67 PARKINf ACk. v T _ O1. C 3 -m... MATCH EXISTING CURB --- N LINE do GRADE T C 706.00 _ C 0 •FACE OF GUTTER TO MATCH � T C 08.00 "f T C 708.50 RIM DI-3C=703.$4 - n INV.=698.69 �XfSTING PAVEMENT. PROVIDE -� 10 SPACES o SAWCUT EDGE. 1 I T C JO1.00 57 FT. OF EXISTING SIDEWALK REQUIRED I d I w I I CURB TO BE REMOVED MATGRADEr • w 6' CH EX, CURB L1J E x r s r I N c D) � 3 / C MATCH XISTiIJG CURB---- mle SF WER % ' S< y TOP LANGE BOLT PAVED P R RADE s. y E HYDRANT KING LINE & 1 C 06. i- RFCD _ T 7 35 C 7 z b o ELEV=7 849 AREA.706.50 \ BUt Nc LDf SETBACK- O C 708.67 \x ' �' ' MATCHX. SIDEWALK „% -- T C 709.45 r•) t7, WIDE CONC. '"J T (, 705.50 YaS ''" FLUME WITH 0.5 C.Y. wn = LINE AND`GRADE. I y CL. Al RIPRAP \ LAND6CAPED 7 S ACES ` 0 g �y? REA 1- FIRE HYDRANT . TP ` J1 ° • REQUIRED •. > s\ ' T c 706.2, \ -_- MATCH CURB 4 FT• SIDEWALK, ELEVATION. I �t.. ,....,..,.........................,......, ..,_.....,...-- m, PROJECT SUMMARY BOUNDARY LINE ADJUSTMENT CW TAX IDENTIFICATION NUMBER 64F-1-2 PLAT TO ADJUST NORTHERN - LANTZ CONSTRUCTION EXISTING LOT AREA 2.08 ACRES PROPERTY LINE APPROVED P.I.N. 64F-1-9 ZONING M-1 o USE: OFFICE CURRENT USE INDUSTRIAL 2-10-2000, _ ZONED: M 1 PROPOSED USE INDUSTRIAL --------- ------------------ - - ALLOWED BUILDING HEIGHT 60 FT. PROPOSED BUILDING HEIGHT 24 FT, THE EXPANSION WILL HOUSE LOADING SPACES REQUIRED 0 BOTH MANUFACTURING AND LOADING SPACES PROVIDED 1 STORAGE USES. BUILDING SETBAC KS REQUIRED PROVIDED ------_-- - _-- FRONT 75' 101' (Ex.) SIDE 25' 25' (Ex.) REAR 25' 57.5' (Expansion) PARKING SETBACKS: REQUI PROV1DE FRONT 25' 25' SIDE do REAR 5' S' 8 - ---- - - XIE STING PROPOSED ' TOTAL FLOOR AREA 18,710 S.F. 23,708 S.F. ir o OFFICE SPACE 2,694 S.F. 2,694 S.F. BUILDING HEIGHT 24' 24' DEVELOPED LOT AREA 1.79 AC. 2.08 AC. LOT AREA DISTURBED 0.6 AC, FAR ALLOWED 1.0 C;� d CONTRACTOR TO AVOID REMOVAL FAR PROVIDED 0.24 0.26 �' §:3 fig' OF EX. TREES, MINOR CHANGES MINIMUM LANDSCAPED AREA (25%) 19,493 S.F. 22,651 S.F. N- PROPOSED GRADES MAY BE LANDSCAPED AREA PROVIDED 35,692 S.F. 37,792 S.F. MADNO PRESERVE EX. TREES, PARKIN REQUIRED- 5- WHITE -PINES INDUSTRIAL - 7.5 FT. ON 'CENTER (1 SPACE/1 DFL ON MAX 49 50 MIN. PLANTI% HGHT.- 5 FT. OFFICE USE 11 11 TOTAL REQUIRED 60 61 HANDICAP SPACES 3 3 . M PARKING UWDSCAPING PROPO PARKING LOT PERIMETER 463 FT, PERIMETER TREES REQUIRED 12 (01 /40 FT.) INTERIOR TREES REWIRED 4 (01/10 SP.) TOTAL TREES REQUIRED 16hm TOTAIL TREES PROVIDED 16 -- BUILDING SETBACK PARKING LOT UWDSCAPING REQ'D 551 SO. FT. 0 5% OF I o20 `Xi FI PARKW LOT LANDSCAPING PROVIDED 653 SO, FT. (5,93%) +i1 NO SUP SLOPES, FIAODPIAIFIS, MIETIJINUS, SIN010LES, rOOUII! D,, w I OR OTHER ENWRONMENTAL FEATURES EXIST ON THIS SITE. _PLANTING _SCHEDULE • COMWN NAME SIZE (AT A•iM£ OF PIANrINO)-SoRACI 40 OGGINP7r OPAQUE SCREENUC FENCE 5 AND SWING GAlt. t } BRADFORD PEAR ?" COIL. P Q" HACK A5 SMbWN s - RESTRfPE TWO ADDITIONAL SPACES T C'ifa .75 FOR HANDICAPPED ACCESSIBILITY EXISTING STIR. Z' C 709.00 RIM STD. DI- _ ` IDE APPROPRIATE SIGNAGE 3B-706.37 T C 709.7f1 P/N OAK ?" CAL. P 6` HIGH AS ShIOWN e AND AC INV .=700.12 T C 708.25 } PROP. INV. IN= 700.30 LU s. T C 7 55 .. �, WN/T£ PIN£ 5' MIN• H£IGHT 7, 0' ON CE'NT£Rr__ ;� �� MATCH EX. SIDEWALK _ SIDEW K REQUIRED r �• REPLACE W/T-DI-t, RIM=705.75 � � � �' s LINE AND ---- - -- - - - -.-... _.. GRADE. � tL. � �'-o - L .. '' : _ .. v 3.3� 2 0� ® 5.00' I F, ......1.................. SEEDING NOTES: IV PROVIDE PAVEMENT OVERLAY AS T C-_07e J _ - Permanent Stabilization: NI disturbed areas not pawed shall receive a min. 6 in. topsoil C NECESSARY TO ENSURE POSITIVE , - s and be seeded as follows: / V/ -2 DRAINAGE FROM BUILDI 200 IDs Tall Fescue per ac. L 07.33 W 12 lb. kvW Rye per oc. \ /1� 7� -- I 1000 lbs. 10-2D-20 Fertilizer per ac. L / / LUX CORPORA T/ON r o 2 tons agriculhud limestone per ac 4) T C 709.00 I 2 tons straw mulch per oc. ©I ( L ! Permanent seeding will occur as the final phase of construction 3 IX 5, ' //VDI,S %R/AL --- i� \ *� 07.35 I I f I Tern fa Stobiizotion: Seeding to stabilize areas left denuded for more than 7 days, but not x I ry n/ / © yet at Final grade shall be as follows: b \ Zt�NEQ ' /V1 p 707,25 T C 706;90 C -_60 Ibs German Millet per oc. (May through Septembw) 11101 60 lb. Annual Rye per oc. (October through April) -- 1- 12'x4 ' 18.0 �� PROP. STORM STR. 1 450 tons 10-26-20 Fertilizer per ac. 5 .0' C� 1 18.0 I -- 2 tons a�gricultural limestone r ac •ter 155 LOADING SPACE • RIM= 7 6.40 2 tons straw mulch per ac. >'.� tt > U_ w \ ONE STORY INV, I�00 Seeded areas to be watered and cared for as necessary to provide grass emergence. BLOCK METAL BUILDING RIM STD. D1=706.6 w 5 ' � INV. OU = 701.80 N T q DeBonAIR DEVELOPMENT, LTD. F.F.E.=707.37 A INV.=703.14 I /J P.I.N. 64F-1-3 3 �� ' NOTE `�^ STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE 4 z! W z � PROPOSED BUILDING �, o .r. USE: VACANT \ G U ZONED: M 1 ` F.F. 707.37 I �� - ` � � U, C BUILDING CODE AND SEC11ON 3t1, USE CROUP S (STORAGE) 9 917 ACRES �„ P OF THE BOCA NATIONAL BUILDING CODE/W6. OTHER CODES THAT = v C, I`� Ln w 5 \ T C 707,33 APPLY AREA CABO AIVI 1992 ACCESSIBLE AND USABLE BUILDING r �Q o r\i w o w f X r w... �. T C 709.,0 t ..........I ...............: AND FACILI IES. ��� X a v U.1 (!� REQUIRED WATER, SEWER, ELEC., n ® r_n I o WOODEN TELE., AND DATA LINE TO BE N 1� + IN GEORGE L. HENZEL, ET UX �Y 00 EXTENDED FROM EXISTING FACILIT'1. r I + z , P.I.N. 64F-1-1 �I USE: OFFICE Q A M:NTAINED MUM 36 HIGH SLDPED EMBANKMENT TO ZONED- MI \ �" -_ BE IN THE GRADING EASEMENT TO c� ;T - ` ; IMP MENT SCREENING OF ADJOINING LOT REQUIRED PROP. STORM STIR. 2 m' BY gRDINANCE SECTION: 165-27.E(i1a . RIM= 706.40 - � � D •• Ip SIDEWALK QUIRED � ) INV. OUT= 704.00 rn y I I I z T C 706.90 T C 709.00 • � I f \ T C 707.60 _ Z \ \ ...................... 25.00' EXISTING BL0�;1( _/' ,L _ c `~,' - ' --" T 708:40 � �' \ RETAfMNG WALL' ( -� - I A/R°Of�T BC/S/NESS N172 1� GAZEBO �`. - NOTES: FILL AGAINST BUILDING WALL 110 I Q� \ AS NECESSARY TO ENSURE - f' . 12 I I `S�CT/O� , 1. ALL SIGNAGE SHALL CONFORM TO THE FREDERICK COUNTY ZONING CODE, \ POSITIVE DRAINAGE AWAY FROM CHAPTER 65 SECTION 165-30 SIGNS i w X\/ \// .. FILTER FABRIC VDOT # 78 \\ 4° PERFORATED PVC 00 CONNECT TO STIR, 1 \\\\\\\\\\......... \i... NOT TO' SCALE TRENCH DRAIN PROPOSED CONCRETE PROPOSED PAVEMENT I UTILITY PEDESTALS I J L EXISTING STORM DRAINAGE & STRUCTURE--`L3-�- PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN ------a WO - EXISTING WATER WIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE do BOX-�1----+w+-- PROPOSED CURB & GUTTER PROPOSED CURB W/REV. GUTTER SLOPE PROPOSED FIRE LANE EXISTIN1, :AN. SEWER AND MANHOLE PROPOSED SM. SEWER AND MANHOLE PROPOS,ED UNDERGROUND ELECTRIC SERVICE PROPOSED UNDERGROUND TELEPHONE SERVICE PROPOSED GAS SERVICE PROPOSED LIGHT FIXTURE (SEE DETAIL ON SHEET 4'I FIRE LA14E WALL TO D.I. EXISTIN 2. ALL LIGHTING IS TO B�ONMLLf�TO-PREVENT-O�SITE-GLAR[. NG L Y�Y rT - EXISTING DUMSPTER PAD - - - 3. ALL UTILITIES ARE TO BE PLACED UNDERGROUND. !� w AND ASSOCIATED WALLS AND �--� _ __ __._ - -T--� --- - - --TUBE �MOVEQD� T 4. NO OUTDOOR STORAGE AREAS ARE PROPOSED. � �.I�RowDE TRENCH DRAIN 'y w 70 STR. 7' •.. I 716 G 6. NO PEDESTAL SIGN IS PROPOSED. S 43'27'05" W .. N 34'16'55" E 560.58' - - - - -- -- X 50 x - X X X -44-x-x l 61. C' 3' Ex. TRAILER WILSONzi v P.I.N. 64-A-39 PROP. USE: - CQMMERCIAL/EX. USEP. RESIDENTIAL ZONED: M1 �, -- � EX. ONE STORY BRICK ��C (� SCALE 1 "=20' G R A V E G�4.4PH/CSC.4LE ' n v DRAWN BY= ✓OS PROJECT NO. 20 16 O 20 40 DATE: 2- 7-2000 ( /N FEET) 7 inch = 20 ft. _ _ SHEET 2 of 3 5i W 4.0' 1.5 25 1 F' 21 SIDEWALK li 0 W LATCH EXISTING PAVEMENT m v it VDOT CG-6 FT MINA I I Fr 114 ., 1 �— 2" SIN 2A 8" 21 B 1z SECTION_ B V ` P AVEMENj . 1 EXIS'AIN ANCHOR POSTS SHOULD BE MINIMUM 2' STEEL 'U' CHANNEL OR 2'x2' TIMBER, 6' IN LENGTH MAXIMUM 8 FEET H IGItEY WSABLE FLAGGING USE 2'x4' LUMBER FOR CROSS BRAOW, _ USE 8" MARE ANCHOR POSTS MUST BE V TO SECURE INSTkLED TO A DEPTH OF FENCE BOTTOM NO LESS THAN 1/3 OF THE TOTAL HEIGHT OF POST NOTES 1 ROOT DAMAGE SHOULD BE AVOIDED 2 DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION 3 DEVICE SHALL BE PLACED AT THE DRIP LINE OF THE THE EXISTING TREES PRIOR TO ANY LAND DISTURBANCE 4 PROTECTION SHALL BE IN PLACE BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION BLAZE ORANGE PLASTIC MESH Prune codominate leaders Prune rubbing or —` cross branches DO NOT prune terminal leader or branch tips _--- Prune narrow crotch angles DO NOT stake or wrap and water spouts trunk unless necessary Prune broken branches Remove all taps and labels Prune suckers Cut away all baling ropes — \ / -- 2*-3' mulch kept away from trunk Soil well to contain water Remove top of wire basket `` �IINAMENDED ba,.ktdl sal Widen and score hole wall _ - settle s bat ir"s water to settle soil, Ilrnsh backliMlftg '--Aso for wolef drorrvktr Remove container and cut circling Leave solid sod pedestal - do roots it container -grown, or as much not dig deeper than boll depth burlap as possible if field grain (YXi hole 2-3 times root boll width TREE PLANTER DETAII• ---, ----EX. GRADE / PROPOSED � trench width GRASS as re fired o ISLAND 6" dia. schedule 40 707 707 steel pipe titled with 3' • L_ concrete and painted SECTION A - yellow L i , FXISTING DRIVEWAY ?>', LLJ ° • 18" dia. "; O s, I 705 O 705 concrete •;'�;:.: % I r encasement Y::4 rCA s l.4•� I I e'A + A • A • r 1 • . 'TJbm • y' • • • e W!W the Wrb ...1I -9„Her may be Cunslr�cho po-awsl to .h,. ►roe a1 tub- e L__6•_— - =•-a,c-- *.,tx• ccursss .ro,,,deo a ` minimum hash of 7" Tat ono Nor b! Casr•eN ' momsoinse Qt ins ephan of the, ottRecfor TD• c✓b is lobe usso when deeyn speed s 40 MPt/ :+ ins ar. Rurof Ngb• ,,s ono 45 kph x Nme Let as• • r o•Nt9 o locus +eu in der►ooed u• eon Ii suou� bar of 3W « is" lebq Teo! d w•2 N01 also% be pow for as rew,ol co""lon ou•b Ek Qutht 'hn 1— ,07 I!e oncost N cost n Poce C.ancre•s to be Class A3 + cost m ploce. 4nOE>P51 .1 peccg' SPEC1 1 1 NEFEflENCE COMBINATION 6" CURB St GUTTER rT� 4iW'NIA Ia PAA:Mk 'Jt .A)?x _ _ TRAN5Pr>RTAP0N 2A103 4', 4' MOOD M - I', s• 1 SHAH fANRGS s 4 llKIG MFW /0'.F1BAP M6'psp �6' I�IFAI[8) i/1 OI�BOLTS 4% 4' MOOD IGl 12, tM caHrnETE FOO" SECTION A (no�1 SLOP[ FOR DRAINAGE 4�6" COefRIE SLAB MI 6,6 r1 }-. A WK 1ESH (SF/E MOM , y SLAB AGHAST GREASE AOMWT*N', L 1 100045,6011 xwr AT EACH POST r0OTIC L (TYPNIA OF 4) e Itr 0 (2) 6' CONU11 C 10 FT. FILLED POST PLAN VIEW I8'-7 10 I 9' ON L ' urs - - 0606Ol/S WY Vim FOR SOW OOPKC1x"K b� . �r- e' !SOLM _ STEM 11M10 SWM s1m ;1 SNOOP Aw - Au JOPM ,,BADE __._ b, FURSC h) Ix fl Boom fx1t1• � 6eFtiml�ea�"� •e SLOG r^ i FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL 703 701 titz 697 M HOLES M UW-*A W LOCK GOB sl OPEN me CLOSED PC6111016 L (2) 24' LONG 1Y W J>e _>_ caAOE (COW W") I STA. 1+26.5 1 —90' EL. W 0+00 i+00 2+DO WATER LATERAL PROFILE SCALE: 1'= 20' HORIZ. - - --- ------ - - 1 = 2 A GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER • i1 ��'1•�rt;'Irr�• �y�jD:/I��yI-r��v .. SEDIMENT + WIRE MESH FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC rrrrusr DtaCk L 703 701 699 Y 697 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. W MAX. r - __ 4' 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. i FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) PLATE. 3.07-2 90=- idarLad from I1&11a = of Rimy and Fabric Filter Barite's for 90&=t Calitrd,Vk DW PLATE. 3.05-2 BOLLARD DETAIL 3 I direction of setting to be approved prior to installation as re uired concrete pad 1'-6' sq. x 6" deep 2" min. stone to be minimum screw type of 6' above top of base adjustable valve box i � locator peg ��nl�r��■i>r.�iu�tal�■f P�� Pih�■1111 �111 '!� '� I/III ram; PR OR FIRE HYDRANT ASSEMBLY Figure 9 I ¢¢<,cQ f\ Q' cDt::-- IZ ra- c' , � k I..j t„f 11 It 1k It-�. I f I l S' Min -- Pavernent eq W sand fill GO • c casing pipe or earner pipe spacers - 3 sets bricked —, tunnel liner per pipe length. ' up ends NOTE: C 'Separation of carrier pipe from casing pipe shall be by either: J 1. pressure treated lumber fastened to piping by stainless steel strapping; or 2. manufactured steel and/or plastic casing spacers • �FII ( 4' width) •f" L N V a SECTION .* 4' � ,.=�'j"`�----''� y � • L 6 SIZES REQUIRED 24" 3 I' CJW PPE �p CAWDIA. (? E DA ( THICKNESS W (' ` height can be adjusted to 4 or less 12 25p obtain correct percent slope 6 16 .250 8 18 .375 TNWR 10 20 .375 12 24 .250 WATER SERVICE LATERALS LL w 14 24 .375 a) Casing pile shall be SCH 40 PVC or SOR 2 15 24 .375 b) 2' diameter pipe for 3/4` do 1" service lines 18 30 0 6' diameter pipe for 2` service Imes ��� 1 N I q 20 36 500 d) no spacers or sand fill to be installed A 21 .36 500 14 ( for larger pipe use, tunnel liner .l r� HIGHWAY CROSSING M Figure 3 sy. AMENDMENT NO. 2 - APRIL 1997 41 4 general backffll I general bockfdl a, ROCK CHECK DAM 24' carefully campocfed 2 ACRES OR LESS OF DRAINAGE AREA: �4" carefully compacted adecl bockfBl t select backffl : ,• stone •. �__ a99r�ate — O.D F 1 /2 0 p. _.___ �._ 3' 6" O • � }_ 6' concrete 1rII,T1>:R CLOTH ISM atone aggregate (OPTIONAL) STANDAgp CONCRETE CRADLE (DOWNSTREAM VIEW) general bockfill general baekfill VDOT #1 F COARSE AGGREGATE � Ailit— 8. FLOW 3' 24" carefully compacted carefullymri y — compacted V / 24` concrete — select Dockfill i select backffll 9d O.D. 6.. O.p 6., 1 1/2 O.D. 2-10 ACRES OF DRAINAGE AREA: stone aggregate concrete v t^ CONCRETE ARCH CONCRETE ENCASEMENT q v� repave to 1-1/2 times O U original thickness —saw cut to be made at FILTER CLOTH 3 1� —� time of replacement. �I trench to bet patted 21—A V.D.O.T. PAVEMENT REPLACEMENT TRENCH & BEDDING Fiqure I (OPTIONAL) ---- ---- '._--- (DOWNSTREAM VIEW) W VDOT #1 COARSE AGGREGATE ---- -- -- ----- FLOW SCALE: IVIA _ ?I 3' DRAWN BY: JOS PROJECT NO. CLASS I RIPRAP DATE, 2-7-2000 SOURCE: VA. DSWC PLATE. 3.20-1 SHEET 3 of- 3 y h - P.I.N. 64F -1- 8 PROJECT SUMMY DOUNDAFY LINE ADJUSTMENT USE: OF1710E TO( IDEItTIRCATION NAKR 64F-1-2 FLAT TO ADJUST NORTH'=RN 7.ONCD: M1 LA,NT7- CONSTRUCTION EQSTING LOT i*EA 2.03 AMS FROF'ERTY LINE APP�OV�D DOL GLAS „DAMS �. P. I. N. 6 4F -1-- 9 lJNMIG M-1 P.I.N. VACANT USE: OFFICE- CJRRETr' USE 1NDUSTRUE 2-10-2000. ' USE: VAt; AN ' - ZONED: M 1 PROPOSO) USE 1r�usTPoA,_ ` ZONED. M1 - -- +E,r�ae►--- EXiiT. 8" WATEF! Ihlu LINE LOWED BUII1_DK HfW 60 FT. P0091 eUIIAIc HE(cHT 24 FT. THE EXPANSION '>NILI_ HOUSE ``'AD1N6 SPXES ° EOTH MANUFACTURING AND U�ADING SPACES PROVIDED 1 R TE. 990N AVI,Q0N DRIVEN 60' R / W -ft' 7o1.)4 UPIPOSTEt1 SF'EEC L1N41T .3UILDIK SETIi": STORAGE USES. ---- -- -- IN1 Irv=L.as.to 75 FT. TO AIRPORT ROAD ROUTE 645 �!lEF� P►3�EQ IMF OUT.=689 C0 ROAD CROSSING EIY , - �, -- _ __. _ -_ ._----..._ .__-_ __ __- __ _ - _.__ FW 75 101 Ex LIMITE[. P 4RTNEF'SHIP - _._. N ) r - 6�1_F 1-E: _--- g� Mrj ____.--.--•--- y`��� _ T � __- -__ ___w_ _ _._._. _ _.._ ....-___...�_ EL.SID (Ex.) - -E 5 25 __ C NT - V.AA `s9.-EX. N- R -`�� - RJ1R 25' S7.5 {Expmrsion) � r a' v�v. I I J E C : M 1_�� R _p ,`,gyp �' S�'.�-" i () 2 ^L r •�_ _�� _ __ �.. �,i'g ' 5 azc a FS• �-r( SOE SEAR 4•` 1 HYDRANT 3f - ��E EX. tl/ TQF. ~� 183.5Q � s »..I,.d ` f1 - , r 46• _ ..J1� • .. ..•- �s Tee !..•-•f`� _ 8,7 S. 24,148 F - - 70fi -- TO OOR 10 S F TAL F AREA 1 S - O �> 6 2 wA - OFFICE SPACE 2,14 S.F. . , -� hY !+ 2,h94 S 6 TAPE ING SLEBT 7ER r _ C40" AREA 0 S.F. 440 S." RIB= s�7�o MATCH E i. CUFB GRADE --- - _ A!ID VALVE. TAP BY f.C.S.A _ � `? '18) EA�[iMEI�lT 708 BJIIUM'( HEIGHT 24' 24' � t 27 _ - / �� - /"f INS 6l86.6P PARtINS SI TBAGf c� � 1.79 AC. . _ z a AO �f '� _ ` _ _ _ _ -� I �j _ - •! _ J } - ( U �IA�DI TJRBED 0.6�AC. MAT, E%w f1NG __ - -3 - aR 1. i CURB J � i AilOWED 0 LINE do G I CCNTK OR `' ,,� -- -, AVOIei REM1VAL F T 0 24 0.21 ' 9 r s ---,+�E T C 06. �� ------_, OF EX. TREES.(I MINOR I; MIN" LWCAPED NZEII 25X) 19,493.S F. �2,Ii51 54�. r - R CHAYGES t C 0�. OF PROPOSED .,RADCi MAY BE NVDI-3C=7 3.84 EXIST?NG QUTIER TC' MATCH _�"' aas �T C 7(3.50 MACE TO PRESERVE EX. 1T�fES. 04DSCaIF'ED AREA KOVIMi 35692 S.F. 37,M S.F. 6sa.ss P14VEA1ENT. P { - -'y \ rc �a r 10; _, P A IE f 5- !VHffE 14DJSTR AI S I SANCUTREC f PINES �aRs.e � `�' •tiL - T'C 701(X1 �_ 57 FT. OF EXtSTIJ ~�� I SIDEWALK REQUN'ED r, Q ( , 75 `T 05 CENTER (1 SPACE/ EWL ON W. MI) •49 50 w ! I S y� = I 1 I MIN. PLANING H(,HT.= 5 FT. Or"T10E LSE tit 11 r/ ro�,L, 4%2 ;��-____� CURE! TO EE REbO D <1 �� I , \ I, ���'�,=�y ;�_ ,•f>�tj ; �' � S �, � � �--- MATCH EX. CURB GRADE o ,'ter lJ� e � L1J TOTAL REQUIRED 60 61 '� `��� r t5 �,NM�RK E x S T i a c WATCH` fSTIrIG CURB 4 'aNDICAF SPACE S, 3 3 0 .. u, 'TUB EWER ' '. ��. , :,� s� ; f =a , TOP FL AIJGE 94L 7 P A v P „ I N cy 3 ., _ t? >i �t 1'4 Q l R " c E ��E. ;l • ! a POING LOT PERIMEIR 463 FT. OF F IRE H KOF'ANT E D F� ; [ C 70a.35] '�' �0 FFCD _ •, R - \ A R P 3tIMET3t TREES REQUIRED 12 O1 40 FT. C1 '.- ELE 6 . - 7C �3 49 E A ems. i { ) , r': 0 69� ,�� ;a ., ._�" -- - - - �� --- - �� T C 1 T6. - ,1. Nf1ERIOF TREE; REQUIRED 4 4 1 10 5P. j - ,. - ICING SCTBAGh - TI)TAL TEES FEWW..D 16 t% 4- Ft. 1M)E CONC. ;, i l _ i MA --CH Q' SIDE K ^� ^ t_, [T�i', 709. >S { , -- - _ _ cn v r T1}TAIL T'tEES PROVIDE 1 r FL'*WITH 05 C.Y. 7Q5� ! LIN: ANE1 GRADI �~ �, I BUiII SIG S:TBACh D 6 �p CL Al RIPRAP � , � ,r y 4 LANDSCAPED ) P A I J S *� �r PWd(ING LOT tANOSCAPING REQ D 551 SQ FT, � 5� 0` 1,0i SQ. � -) C I .. T• POW, LOT IMOSC41W aROKED 753 SG. FT (sax r'' 4D 4 s, ARE A FIRE Hl DRAM s • r•1 �- ��, f P pI N) sw SLOPES, FL aRfiNs, Wf `LANDS, smaim, w000LAvS V \\� REQUIRED ' ; . e N 0; OTHER ENN TAL ON Tit; v w C 106. v tOhII T �Fa M EXIST SITE � - 7c { - _ D V B. _. i r H CURB t, PL�N7IN HE i LJ�' r-- gip- - - .• _ -_ . _.. ..... ,r y ! L,� OP�haUE S tEEN�1G COMWN MA& srn (Ar 77W of PiANnVG) Sf 0UA0%Tirr ,. SI TpN is _ �� od _ _ _ ,L FENCE dd REST7IPE TMO ADalTphl�l SPACES ; i� 5. AND SW1q GATE Bt-)-)-ORV PFA4 2" ak. 0 6 hXH AS Sl,L0OW 8 r �? 6 t1 I ISTI ST / I T C 1( 7.75 c \i FOR W�'&APPEC, ACCESSIBILITY -_ _ NG I{. A r- '} C---- - PROVDDE APPROKIATE SIGNAGI RIM STD. [>f-38=706.37 �_ i �' T 7D 70 PrH aw 2' ac. 0 6' r,NCH AS sr,IoTra e ' R. , AND ,aCCES.IBILIT7 RAMFS. PROP tFN 21N= +� i T C AR 'A-�--- <n \ MATC EX. SIDEW.V K _� •, f 0 I _ ►Tr,�nF Prof£ s' cfr,tic h �o ov ��vrt'R s IIrk=705. r5 I 4( QED REP,I,A3f T=DI-1 SIDEIM I'' RE I € i • '�. �" � LINE AND CRA,DE �., c,-� � �-- +� 3.30' I ,; 2•�j-- ;4 TES ' `''�' �` ° E'R0 ' PAVLXW OVERLAY AS - - a �f C ,'► 7.65 - - z Pamawr: St�ij*m: N dsluteti area: not Pared vd mviw a min. 6 in. JMW it € NECE-SS _ ___ as ROD= X A S ' -- - � r E'R M'T FROMEBLNAtE POSfiIVE F,� � ; C %�7�(>D; 5 � �/ i �` am be 200 IErs T fe = pe a. 4" p Li % 12 Ib. Ann mI fix. w co �_ JJ7.33j i �► I Rye per �' n I �. Q ' I OW bs. WA-20 FWm per a:. �� C /���Oi`�i�: r �✓� , �. 2 tens al fineAm per ac C? \ _ :k a f7 0 L9 j 2 tons�mi4Ch pe oc. USE . � /N0C s Tfi,114! � - I- 1 o z - Petmonen seadYg w� acau as the final I 3 I �ig t - haese cl cons-n,ct►or 15 i g PROPOSED CAYOPI' ;22' x 20' ' K J ' -=� I' ( TempM Stab�labw Seed' to stabilize mm left denuded for imre than 7 dors but not U] i 7 1 C�_EAR HEIGHT -14 'T. {M,N-9' , J f ye( at im�l groGe shah be as iolbrr� +�+ _ :� E�ALDU�K; HEIGHT 18 FT.�;' �'�"`� ';, ,) C� -U'-----_--- 6(1 Ibs fermon lailet py oc. 1May tlrough Septenlber) � .. y� 60 Ib. Wool a per �x, (Oc,Q 'fragh Apn1) \ 1- 12'x4`.i' '�/r I 1$.0' PROP. �STGRIU VTR, 1 451t tons 10-20--24 Futkzer per x. • �- �' �a . ,� _ 2 Ions ocmftwol bm A' m per oc •ao u 15 , LOADING SPACE �' ,' ?• j'I '- - - !! RIM= 6 40 2 tars sf arr nx�kh per oc. ON ST%7RY ,` ,;: �7;` N NV. M= 702-00 Sdded areas to be Watered cnd COT'd for OS necessary to provide gross erTeTgence. ' SAID. DT= 706.6 t 1VV. OI Ai1.80 eBc nAl CE`✓E L�IF'ME JT, L T'E�. { BLOCK NI:TAL BUILDING -- --, �� �, I F F.E.=7C7.37 A , 7J14 I r _ �' S �`- I� I. I J. F 4[- 1 3 3 -)=t- NOS 3' ' ' ;--- �' : ; STAIJCTL1f�E .;I!-iALI. CUILIPLY 1MfH VfA i!>rftFORM 8'iATEY(!DE >< IJ:.; JAC.At�' \; `' -' ! u D, '�1LDiJ , I� V�j ✓ - �, . �r c i ci cr w : C% r11 �j . 3 I � GAOU'a S (STORAGE) :� •, w L 0 N I ! f . F. / ' ;' BLALDWi CODE AND .3ECTTON 311 USE o o 1 A R F r ' % r' �, OF •THE BOC4 NATIONAL BOLDING tUk/19a6. CTH�i CODES THAT \ -_ �` APPLY AREA CABO At7.1 W2 ACCESSO-E AND L ABI E BALDING N , AND FA(3JTIES. W RE(DUIRED V1AT E_R, SEWER. ELEC.. ` �� o �*{'J,, o 7 � � , � ,, o �c r .LE . AND DATA _INETO BI EL, ET LJX -�- -f GEORGE L. HENZyo `Y ce . _ N• -- pf I `r; w n4 0 ^ z� E ,E'JDED F'ROt�I EX?S--ING F�CiL TY 1 z i P.'.N. 64F-1-_1 I SE: OF FTC,= , A MIIAMUM 36" NIGH SIOPED EMBAIIKMEhf' 1 I I ALTER FABKI . " PERF)RATEI) PVC GNNECT TO STIR. I NOn 'U SCs'cE TRENYC11 DI?AfA' Ptxl ,ft �J111 AETT a PWAY-0 PMfFMENt r UTNJTY PEDf.'yk.S i 1J lJ E1a5TW, STOW IAAWU R STR11C1URE PR`1Pl7,ED iTOPIA DRWCE R SRRUCTIIRI PROPDED WARR w+�-�-- EASTIW; WATER ON PROPO A:D FIRE HYDRATE PROM a GATI VALVE & BOX M P-- PROP01D CAM do MIER - PROP01D CART W/REV GUTTER SLOPE PROPOSED FK LANE ` FrRt UWE DOSTN. SAN. TIER MU W)K E PROPO;ED SM. SEWER MLD MANiOLIE �5::���55.1�• PROPO';ED UNO,-RGR9UI47 EIECTM SER%1 ---- - i Eu7c ► -- PROPO.;EDMYOWN] TE9401 SET'Ad -----+TE-I--- PROPO ED CIS SERVICE -""- -i GA.>H- - PROPO,ED UGH( MIN I (SEE MAIL ON SHEET � ! - �- !- j TQ ZOI� ED: M 1 BE "Al"ED IN THE TRADM'G EAS30T TO PROP. STORAf STR. 2 It .i . IMP MENT SCREENING Of A110INING LOT REWI! t ED RIMS �sm 14 BY RDINMiCE SECTION 165-27.E(11a). W. OUT- 704.C{1 _.._ - - J,. C 7�7 `fi0j � Q. 21 iMALL - �. 6-4 i ,/ES C L �lEl-AGfNNST BLA DWG wAE / 1so' '' NOTES: A5 rffCLSSAR' TO ENSIIF'E �-' 7 ON 1. ALL SOWE SHALL GONFQRN Q THE FRI DERICK COUNTY ZORNG COOL, ' PCSTTNE DRA40GE AWAY FROM �I i-':� CHAPTER 55 SECTION 165-30 SIGNS. WELL TO D•1.-� EXIST NNG C JMSPI-ER FAD 2. ALL LIGHT NG I TO t �C �LLED J0__fRMC-OEJ`-. 09-GLAf*. \ AND ASSOCIATED wAus AND !' _* - , -' �; - °i I 3 ALL DTJUTIES TO BE PLACED UNDERGROl1N0. Pit<�VIDE TRENCH ( - i _ r -- - - - ---EWI1'i>4M AYIT Rri -� �, 'ENCH ( I 4. NO OUTDOOR STORAi�E AREAS ARE FRQPCSED. J STR. 2 i 716 0 6. NO PEDESTAL SIGN IS PROPOSED. Ln N 34.16'55' 20160 \ '' l` Y 1`• `!'- _y-`C'i,µ f 1 �; - r ---'Y�. yei ... �' `�/ _. ` ___-"�_ / �_ __._ --"TT .' \ : --- -50 7 ,� X �! S 43'21' 05' W N E'{ TRAIL E:R _ 0 P.I.N 64-A-39 � RGIAL�'EX. UHP. RESIDENTIAL EX. ONE ST01<:Y ON j( ftAjNG SCALE: _ 1 20' . j G R 0 V E r7��/VV`✓WEE QFIAWN BY PRO.'e-T MO. r r� DATE:--- -�-7-20G0 I inch 20 fr. ; rS�EETcJ �A gilbert w. clifford & associates, inc INCORPORATED 1972 Engineers — Land Planners Water Quality February 2, 2001 Howie Long Frederick County Planning 107 N. Kent Street Winchester, VA 22601 RE: Datalux Dear Howie, 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 As we discussed on the phone, Datalux would like to add a canopy over their loading dock. You indicated this new space would need to be counted as building area. Therefore, the plan has been revised to show the new canopy area, and the revised calculation. As indicated in my first letter, the canopy area does not increase the number of employees. Therefore, there is no increase in required parking. Please call if you have questions. Regards, gilbert w. clifford & associates, inc. Onald A. Mislowsky, P.E., �VP DEFT G 200 North Cameron Street, Winchester, Virginia 22601 (540) 667-2139 Fax (540) 665-0493 e-mail gwcliffgmnsinc.com Member American Consulting Engineers Council 001ALt,S /DAMS PIV 034F.-1­7 USE: VAC:AN 71-)mVn6 K41 P.I.N. 64F-1 -8 U!':;E. OFF -ICE ZO WE D: "A I i I ROM ;Cr 101PAR FYNE ADJUSTMEW EOUNDALINE p . . 3 r . m 1� T,,tX 0111TWKI ON N jMBER 60--1-2 FLAT TO ADJUST NORTHERN LkNTZ C,:)NETRLjCTI:)N b19K LOT MEA 2,08 Xff S P.I.N. 64F-1­9 z,"NG M-1 USE: OFFICE C'.F*EN USE FROF'ERTY LINE APHOV.-D 2 -1 0-20M 4 ZONED: M1 P,?MPO D USI EXNT. 8* WATLT' LINE Ak1O*[ BLIIIIJAC HEIGHT 60 41. . ...... ---- --- R(M-D BL1 HE FXPANSION WILL HOU"A H DIK HEWT 24 FT. S UWM SPACIS RECAWD 0 U.Aaw SKI s fty"D I FOTH MANUFACTURING ANO RTE. 99!0,,.AVIiATI0N R I VE 00' RIW MCA` usl"s. uNpnSTFr qP'FP'r' I IKAT % 1. .4 1W IN=E89.10 �:_T. TO AIRPORT ROAD ROUTE 645 flow ROAD CROSSING BY 1_� INS WT:689.Cl LIMITED P-�RTNERSHIP lol, kX) EX. VACANT 0 -4)PEN UT--MET+f0D,.­_­­ biiF -- I - e 6" W 'AM 8' E ff"c M I E S 7 2L EX, ME 4 Pit A S,�4 E 71 HYMANT (TY1 46'51'3( 7 -TAT" _4 X L t ---i T_ E 3.50' V14 64 A *4— t 703 1-4- ­07 6' TAKING SLEM �a2l wkTR ]EMEliT PIND". 1A �x 1A RIM,697.2 W. CH E��- CUFB GRADE ANLVALVE. rAP HY F.C.S-A FI-A W rb 4, 44 INV-686. J 'H EX$W CURB i IR 41 wr) 6AKIV, LINI GW r10 WNW 4 n. TREE., 3 6. N Of PROV)SED WAY Of Fkl Of'; GOIR TC MATC �14 ___iz: ___ I , ;;:_ 1 -1-­ 1 ­ ­ _� - , - - , I C r i! I I RfMiDl--K�-,- 3.84 If =C7(�8.50 INV E9869 EXST1WG;!*E4NT. PR%TE_ Pan K� jKp H MCE TO PR[Sf RVI F,(� TR L4r)(4pF0 kfA KIWI 6 _�PA,_'IES c cr � ! 11 SAW 4" PINES 1t%r.TR k ------ 7�5 J, Ok CENT-, < _R SIDEWALK REOLIFED Lj 57 f T. OF EXISTIj�--' MIN. PwmG ff"HI.= 5 fl, OfTU L SE �j spoi I av ON w WF� 411 CUPQ� TO &E REkOVED i MATCH EX. CIM GRADE 3 '4k 's� H4W SPAN Ex S T N G mw cupB 0 I'mm'LIAK lft!l Z VATC rop FLANGE 30L 7 UNE _R • r=­35 , !) , ; -- - "ZI, :I ul) POW LOT 1911fi 463 fl, 0F flRE -VYD,6',AN7 c 70 c 7) RWR TREES RE'AARED 12 (01/40 q.) ,*g. =C70 .35 P:- \\\ I . Ilk f__LL`V=7('8.49 A R E A ,;TUB P A V E D P A R K I I C FCD IN00 TREE RECARD 4 (41/10 '3P) nc 2 11 )TAL REES PEQUIR11 16 fL11 1 WCH a. SIDE WkK R7. � �•, �� - , , � _ -, ': \ BIALrING SnBAD wX cotc. X ►Ti ITAL TM MMD 16 WaH 0INE GRADE:. X S:, I 4- T I 4� POW LOT 14"�AK REOV 551 K. FT. 0 5% 0­ 11.%1 SO. T. C.Y.CY PA RUING LOT I*MfW PROMEED -4753 SC R, 5.93% CL Al ;K* ANL 8- s ARA Is LL. D A_) 1� , I - FIRE�DRANC4. R) STEED SLOV3, WODPLAIAS, 11CILAHOS, SINKH'ILES, 1010MOS • RIQUiRl .)N C$ VD OR OT11 EN*,,ft0I'k FbMES EZI TR.' SffE. [FTC 7061, 'ID —4. 0,10• PLAMING SICHED,`Ia M' SIDEWALK, Ed'VATX*, cokuvN 'u4mf S/Zt`' (AT AME Of f,ANT,W) Si'40AC WWI& WY OP&)UE S.l ENNG FEICE df AND SWIM( GATE, --Y _0RV PFAR 2- 0 6- HIGH AS 5HO#N REST?IPE T#0 AD)aJOIK SpgES EXISTvqG ST,; 49R =c( .5 FOR *WNEE, ACCE3Si6U1ryy -7 9M STD. 01 38=) 16.37 09 PRNDE APPRMATE SIGNAG[ PIN OAK 2' �X. 0 6' HIGH As 5HOWIV sr NV. 1'00, 12 i .2 1 q �" =CK - t u 0 i - - 1 1 W PlAif .7 0 ()N YNO 'V 5 SII IE AND )CCESNBILM RAWFS. PROP. IW, �q= MATCH EX, SIDEW;LK 0.30 twf 10H) 17 REPWIf LINE AND C RADE llt 4— REQ[ RED 3,30' r ml A-� '\ �. Pet mane 9nbil.dm. AN d4g* Qrw rd piod oft4 row a rw in k,peoii PAO WENT OVER1.4 AS NECESSARY T) ENS1RE P)SMW T onC be *4* vi Wm: I'UNACE MV ftta72% bs T A f e* 3x pa oc, 12 b. Arewd R�*, per .4: 11D33 1000 to 10--2( -20 OAztr ri 7- 1/ 2 "Om *aw fro pe w. )n,, (x riufiw,� km Amt v s. Q, T U Ppirrwto j"q A tzcur m the *1 ItKw. o wwrio.iv)( p------ Temwwy SWA, *w W,* ze I (> -tr". 41111AN! "s mffft lyv I fkipt, f,4 f10 EPOS@ CAVPY '22' X 20' LZ )10 it rm grow *d bq 'A 50 bt GtqW WN P01' 0(_ 'MOY 1110#1 /vZ HEIG fT -- 13 FT. . ........... 4- 1 ­ Z - a, V MIGHT -14 J. (MN�l 6 �ow 11,A4, AW) 2'x4!,' PROP STCRM S R 1 451, taro 1071rhrkw per tv �-1. PIN= 4 Y LOADINC �.?ACE 4C, mvkh per OW S T, *Y w. lh:= 7(r, 00 Wded ays to be wawW (nd wt;A, ffy os n& omy to pvo* of m qr onr.,w!, YJ U.1 'W' 0!1= BLO(:K FM` BUILDING 61711. qv =7 A 14 56 DeBcn0R DEVFIOFME��T, F, F. E 7C 7.3 7 NQ'T1 3 1 �,­ - 64F­ 1 -3 7� 8TF#JCTVEE!HAL U S i:.-: �/AC,Wj BWOW CODE AND tE-Cl ION, M, U3E CAOIL10 8 (3TOfIAGIF I . F 707 �7 ZONED: I'M 2.S A("RES ." OF 7III-E !MA NA WNAL BiX-D#4G COMWO. C rHER CC 0E,9 THAT C917 -EA CAW) At:7.1 %42 ACCESM-E XAD LSAF*..E 113JILDNO APP _Y A,� a ANC) FACLM!_s. 41 cr w 0- 00 REQUIRED V,'ATER, SEVVER EL EC. > 41 p tz 14 m C) -A ',E()�CE I­i� vZE._, r t!X A w OOEN TL E , A N D D A JNE T(: BF Ln J EXTE`qDE D F ROH E KIS- INC, FACIL TY. z P , N 641"- 1 --- 1 i Ib w LSE: OFFIC' 2S Bf 6AWAIITD IN T�f �WNG Ek�Afw TO A 04MIJIM 36* HIGH SI DPED EMBA11MEN To -)N'EE)- M1 ivi, 7C IMPL ?V/A,IS TR 4 TOA A P� RO V, �D Fh'!EDDICK COUAITY .,:'01V1)VC, A� IYENT SCREE YNG I f ANOW­ LOT I EQUVED C141 By (1?DINWE SEVION 165-:17.E(I'a), PROP, SI*ORM STR. 2 1R47_10_6.4­0 SWALK INV- OLIT= 704.(q) , � =C7 I 51rC PIAIV VA Z i, FOh F1 VE YEAR`S FR4 Y DA T kW 4ENC1 L 4 TE Ilk i -TON tw__ 07R -A CAN441 41M e 2,1 00 1 RETAW LL 7 VA iXIS,'IN6 F'DCK GAZE 18C i-7 LANC �CAPE 'Jk ALL, FT1 C AGAINST BUILDNG WALL' NOPES: `/7- AS NECLSSARIJ, TO FwupE 1. ALL :31GINXI SHALL a'ONFIRM "0 THE FRLDERICK COUNTY ZONING CODE, PC WIVE DRMKE AWAY FROM V_ CHAPTER 55, S�_cfl&l 116!:i-30, SIGNS. WALL TO D.I. E. LS T 11 �N o C.,,K v TA, , "X - dm -911F­Gb*�- J Ni 2. ALL NG I� TO JLQ`11M;� TO_F,RM,J__OFF PROPOriED CONlETE EXIS-A,IING [OWSPlER FAD V�, AND ASSO(AATED WALLS 3. ALL JTIUTIES ktE X BE 'LAM UNDERGIOUND. 4. NO OUTDOOR S70RACE AFEAS IRE FROPOID, PROP011) PM MW TOF-FE RE40 ,PRWDE TREWH DIIAIN - 10 STR. 2 PROPOSED. URN PEDESTALS T 7 6, NO I 1EDHTAL !GN G EXISM, STORM DR": Q sm.cm PROPOAD STOPM DRAM g SMCRR 34*15'55`._E_ L PROM 11) WATT MAIN W"- 201 . ; 60 L A') 7 7' _X -_X DETK' WATERX 77 PROPOU FIRE HYDW CT 61.( 3' N 'S 4,3*2705 W E`�. TRAILEF; .,,-FILTER FABRIC L4 P PROPOSED GQ VALVE ei� BOX p 11 LN 6-4--A-3 XT UB-1-0 PROPO 8 Cl*� GUT '�R _P4 :It p U, E: c MERU 41-/'EX. U_E IRE'- IDE'� 71)�L� 4 PERFIRATR, PVC ZOj'JE[: M I ry mid CN TO 4Z M i i > PROM IED CUR- W/REV UTTER SLOPE N f 777 NOT sc'ellf ,rIE,,VC1,,` DIMIA" PROM U FIRE LANE EXISTIN > SAN. ! FWR *,:) WMIL PROPO-a SM. SEWER *0 MAN,01 PROPOlD LWOMOLN1 ELECTM SEN1 PROPOZ M1 :RGR"'j TELEF404E 0110E PROPOI;ED G06 %Wff PROM U UGH1 Fl"� (SEE DJAIL ON SHEET 11 N IIF G R D v E ll Ex. ONE STUI- I -ttjAG A/ C.\, 2(10 61 .10 40 I inc,'p— 20 ff k ti kj O I "= 20' DPAWIN BY: PF10J6.','T NO. DATE: 7- 20C 9 SHEET-2 - oF 3- K 1 a GE ERAS , I. The contractor shall Jumil all materials, and equipment v%nd of the utility systems 'a improvement's all work including restoration for the completed installotion, s and all shown or implied as necessary for the completed facility realdy for use. Unless otherwise noted specifications for all viork to be in, accordance WK applicable Standards and Construction Specifications of The mr ginia Department of Transportation, Virginia De0ortment of Healthi, Frederick County Sanitation Authority an the contract documents, 2, The engineer has aftiempted to - locate existing subsurface ut Kos; however, such -may, exist that ore not shown. The contractor shall. (exercise core in this wok so as to avoid damage to an utilities, Any damage shall be thp, 2y utilit' cooirgdor's res?,,onsiMI.R. The contractor shall notify all. utility companies, 7 hours,,prior,to construction: Coll. Miss' Utility 1-800 57-W 31 The contractor shalt The responsible for ail construction stakeout All dimensions,etmtions and locations shall bo verified in the fiendby each contractor prior to W inning the work. The Engineer will approve oil cut sheets. 4, Any unusual subsurfoce conditions encountered dudnqte coume of the work shall be immediately brought to the ottevitibiq of the lEn inev and/or the Owner. 5. Uotrovior to obtain, oil his expense, oil permits required of this work and shall faithfully adhere to the permit rem6. 01 qmdifi? tor,7i proVerrients to, be' confined to the project area, , Any work performed offsite is the C4ntracto?s ity 7. Cuisheets sholl be submitted to the Engineer for, opprovol not to, ordering structures . and start of Onstruclion. A0 cutshoets should show existitg. ground elevations at wiferrine oflutilily, structure or road, and ,offset but? elevation, 180-104COI TROM 1, A Lailid Disttebance Pormit will be mquited pft- to initiating oq site ao& 1bis pe*1 can be 'obtained from the 1'rodeft County pubtic Vorlzs a4ofterit, 2. Tempos ond emiawt erosion control structure and, methods to be in accordance with the'Virginin Erosion antral CdeNnes and local ordinances and, to bee utiflized during the construction nod. 3. Ail erosion oofft .stet tures shown or as required, during construction shall he aoritinuousmaintained throughout the P06'4.dl In VNch areas are de?i udm. Areas shown to N surfaced are to have stone base installed at it earliest pos"pee dote after establishlirij grade. No area is to remain denuded for more than-7 calendar days when construction is loot in pro ress, 4. Contractor to clean trip and raNlw distudA dws immediately upon completion of, pipe-loying in the affected 5. All unpaved areas of the site which ore disturbed by this construction shall be provided with 4' to ail, R fertilized, seeded, conripocted and mulched. Seed bed to be riotered and, cared for as necessary rp%vide a good town quolity graiss cover. Areas not graded shall be disced, leveled and seeded to achieve [arm conditions. ORE RESCUE ,1. BurKmq of land clearhing debris requires a permit from the Fire Morsha). Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times duringconstruction, Tempororstreet signs must be posted as construction begins. Contractor must ensure thaparked vehicles do no impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time, FREDERICK, CONY 5ANIMION 01HORITY 1. Water and sewer lines are to be constructed in -accordance with these glans and specifications and shall additionally meet all requirements of the Frederick CountySanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the ! iotion Authority as necessary. , 2. Exact locations for sewer and wotet services to be directed by the Frederick County Sanitation Authority Inspector in the fieldl. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a waterti ht plug, Me ends of the laterals• shall be marked with a treated 2x4 post extending from"ge lug eight( �18), inches above the ground. The top six (6) inches of the post 0all be paiptW, qrw,' Sewer la eral elevations to be compatible with gravity service to, proposed buildings as shown o)n the Architectural drawings. 4. The is respoosiible for the installation of water meters. Before a permanent meter is set they will require: he 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 between the top of the cover and the yoke bar be behueen 18 and 21 inches, and 4) all components of the meter box assembly to W in proper working order. It is the contractor's responsibility to have the meter box installed correctiy. 5. The Frederick County Sanitation 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 Authoritys assistant engineer. An appilication for services must be mode and fees, paid, 6. The Frederick County Sanitation Authority shall top all existing waterlines. They will furnish the materials for and make the top. The contractor must make application for and pay the cost of this work. 7. Frederick County Sariliftation Authority approval of this site plan expires two (2), years front date of 6p'provof. 8. A double check valves bockfidw prevention assemble is to be installed on any line (fire or domestic) that goes into a building. The assembly must meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, a remote readout is required. VIRGINIA DEPARTMENT OF, TRANSPORTATION 1. All work on, this project shall conform to the latest editions of, the Virginia Department of Transportation "M Road and Bridge Specifications, and Standards, The Virginia Erosion, and Sediment Control Regulations and any other state, federal or locall regulations opplimble. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. ' ; 2. All construction shall comply with the latest U.S, Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDO'IT n,?ht-of:,-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition VDOT s work area ,rotection manual. furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 104 (or latest edition of) Road & Bridge, Specifications, Se6tiory 104,04-C. 4. Design features relatirrig to construction or to regulation, control, and safety of traffic may be subject to, change as ceemed'necessairy by VDOT. 5. Prior to initiation of vwbrk, Contractor shall be responsible for acquiring all necessary VOOT land use permits for any work on VDOT. iright-of-W 6. If required by the lociol VDOT Residency Office, a preconstruction conference must be orronqred and held by the engineer and/or deve4oper with the attendance 'of the contractor, various County agencies Ottility' companies and VDOT prior to initiation off work. 7. Contractor shall notify! the local VOOT Residency Office when work is to begin or cease for any undetermined length of time. VD01 will also require 48 hours notice for any inspection., 8. The Contractor will ben responsible for maintaining adequote access to the project from the ad*ocent public road- way through construction and maintenance of a construction entrance in accordance with the Fitcinia Erosion.& $eftpnt _�ontml Handoo , Sec 3.02. Furthermore, access to other- properties affected by this -project shall be maintained through construction. 9. Contractor shall ensurre adequate drainage is achieved and maidtained,on the sito,during and at., the' end of construction, 10. All rioter and sewer Tunes within existing or proposed VDOT right-of-way are to haye minimum 36", cover and, when possible, to be iinstalltd under roadvioy drainage facilities. 11. Any unusual subsurf=e conditions encountered during the course of. construction shall be immediately brought to the attention of the eingineer and VDQT, besinsP cein, tgat vicinity until an adequate design can be determined y the engineer and agoved by VD,0112. All undercut areas an borrow moteriol; shallpected -and pgroved by VOOT Inspector prior to placement of MI.. 13. All rooda fill, base, subsurface material and backfill of utility/storm sewer trenches shall, be compacted in 6' lifts to 95 0 of theoretical maximum density as determined by AASJiT0 T-99 Method A, viithin plus or minus 2% of optimum moisture for the full width of any dedicated street by, At the direction of VDOT Inspector density tests lmrforme(d by o'quolified independent agency. shall be cond-cted as required in the VDOT Rood and . Bridje Specifications. A copy of all tests shall be submitted to VDOT pnor to final VDOT approval. 14. VDOT Standard CD and' UD underdroins shall be installed where indicated on these plans and further where determined necessary lby VDOT InSpeotor, 15. The installation of any entrances, and mailboxes within any, dedicated street right-of-woy shall meet VDOT minimum design stand(ords and ;is the developer's responsibility. 16. If required by the locol VOOT Residency Office, copies of all invoices for materials, within any dedicated street right-of-way must be provided. to the VOOT Inspector,prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptonce,b)y VDOT of any streets, any required street signage and/or pavement markings must be installed by the develd er or, at VDOTs 'discretion, •by VDOT on..an account receivable basis. If bili7 impoi, 18. CC-12 Curb romps (Persons with mobility 7ants) should be constructed at locations as shown on the plan sheets � or as dire4ed by the VDOT Engineer Inspector. 9 rK ................ - CI TYOF, W[NC I HESTE IP Ulph q/Po Rd. 0- Winchester Rpm Airport Rt. a Vicinity Map Scale 1"= 2000' T-% n FE UAT P KLP TV es, efifford aso" At G Engineers Land Planners ED 0urveyors 1® 01de Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia' 22401 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE (W) 667-2139' FAX: (540) 898-2115 FAX., (540) 665-0493 AgHUT INDEX 1 1 COVER SHEET 2 SITE DMOPMENTPLAN 3 SECTIONS & MISC, DETAILS GWMER/DEVELOPER.- DATALUX CORPORATION 155 AVIATION 'DRIVE WINCHESTER, VIRGINIA 22602 TEL.: 540-662-1500 P.O.C. ROB WILSON ' 'AC SITE PLAI,' SO �A APPROVED Approved by Frederick County Zoning Administrator "4ay 312 9/0-0 Site Plan Approval Valid for 5 Years From Date Shown -Wnce Date RECEIVED MAR 2 7 2000 Ta OF PLMININGIDEVELOPMENT Sheet Number- 0�_ _ R N LIMITED PARTNER`=HIP 64F- 1-6 VACANT IFD: M 1 P.I.N. 6'4F-1-8- PROJECT SUMMARY BOUNDARY LINE ADJUSTMENT USE: OFFICE TAX IDENTIFICATION NUMBER 64F-1-2 PLAT TO ADJUST NORTHERN DOUGLAS ADAMS ZONED: M1 LANTZ CONSTRUCTION EXISTING LOT AREA 2,08 ACRES PROPERTY LINE APPROVED P.I.N. 64F-1-9 ZONING M-1 P.I.N. F USE: OFFICE CURRENT USE INDUSTRIAL 2-10-2000. USE: VACANT 7 T - ZONED: M 1 ZONED: M 1 PROPOSED USE INDUSTRIAL -- ._.. _ EXIST. 8" WATER LINE ALLOWED BUILDING HEIGHT 60 FT. PROPOSED BUILDING HEIGHT 24 FT. THE EXPANSION WILL HOUSE LOADING SPACES REQUIRED 0 • ............••••......... �. RT ....�.�QNAVIATION DRIVEN 60' R LOADING SPACES PROVIDED 1 BOTH MANUFACTURING AND ........ •..T....... JW ................BUILDING SETBACKS; STORAGE USES. ... �I o �4 UNPOSTED SPEED LIMIT 75 FT. TO AIRPORT ROAD ROUTE 64 REQUIRED PR VI % IN IN=689.i0 ROAD CROSSING BY _. 5 IN OUT=689.00 OPEN CUT METHOD. r FRONT 75' 10t' (Ex.) �- 1- 6 90' EL. SIDE 25' 25' (Ex.) EX. 8' SAN,\WE I / - -- -�- REAR 25' 57.5' (Expansion) �61 _ rat tp REQUIRED PROVIDED 8 S SE`i1ER 7 2 M T'` f., _ _ -EX. to" R� ;�j.y � Ex. 1 �, _ _.._ __�� . �s . ��yr S FRUIT R N 4 - - - �- - -- - _ HYDRANT 6 51'36' E 3 50' �° ��, SIDE do REAR 5' S' •. 7 L . 1,9 . "?> - - XI 1TNG PROP D E U/ TEE O � � � ` 9 6`YY 706 t TOTAL FLOOR AREA 18,710 S.F. 23,708 S.F. __ 6" TAPPING SLEEVE 20- ' WATER •u -� OFFICE SPACE 2,694 S.F. 2,694 S.F. RIM=6� ). 7 y its � - MATCH EX. CURB GRADE �- _ _ _ AND VALVE. TAP BY f_ _CC.S.A. i EASEMENT 708 BUILDING HEIGHT 24' 24' INV.=6i86.67 <' �� PARK �� -` ° .;' DEVELOPED LOT AREA 1.79 AC. 2.08 AC. ,; u1 1 SST ~ c ; s DISTURBED 0.6 AC 5 1`nS'r Ck .• T DA MATCH EXISTING CURB FAR ALLOWED 1.0 . ., .. C B T C 01. 0 ! -. Q NG,` CONTRACTOR TO AVOID REMOVAL . � •.LINE 6c GRADE j 0 C FAR PROVIDED 0.24 0.26 - C 0 .00 --__ _ OF EX, TREES, MINOR CHANGES OF•PROPOSED GRADES MAY BE MINIMUM LANDSCAPED AREA (25%) 19,493 S.F. 22,651 S.F. FACE OF GUTTER TO MATCH T C 70$.00� LANDSCAPED AREA PROVIDED 35,692 S.F. 37,792 S.F. '� RIM ar-3C=703.84 T C 7(18.5D MADC'TO PRESERVE EX. TREES. PARKING REQUIRE PR VI D INv.,=ss8.s9 �, �XISTING PAVEMENT. PROVIDEV - __ � ,�R _ _Eq__- 0 DE 10 SPACES o SAWCUT EDGE. ,, I I I 5- WHITE �AINES INDUSTRIAL L.J w ! ' 7.5 FT. ON CENTER - (1 SPACE/# BFL ON WAX. SHQ 49 50 ' 4 T C 701.00 57 FT. OF EXISTING SIDEWALK REQUIRED `L ! MIN PLANTINI; HGNT.- 5 FT t 1 11 - l I OFFICE USE CURB TO BE REMOVED ci? I TOTAL REQUIRED 60 61 ,A` ,,a' MATCH EX. CURB GRADE \ HANDICAP SPACES 3 3 SAN. SEWER t, BENCHMARK E X I S T I N G TD} MATCH XISTI NG CURB PARKING LANDSCAPING PROPOSED "° ' j TOP FLANGE BOLT P A LIME do RAD C STUB V E D P a R K N G E ; Q, PARKING LOT PERIMETER 463 FT. RFCD OF FIRE HYDRANT T C 706.35 C 7 7,66 1 ,o / A R I PERIMETER TREES REQUIRED 12 (0 /40 FT.) ELEV=708.49 E a tr+ ( I D 0 \ - - - �, INTERIOR TREES REQUIRE 4 (01/1 SP.) -,-- - -- -- ---- .706.50 i 2 FT. WIDE CONC. ✓� MATCH SETBACK - - _C 108.67 T C 109.4 0 --- - --_ - TOTAL TREES REQUIRED 16 NC. Y / - C EX. SIDEWALK -'� � �'��`. �` � +�. � BUILDING SETBACK DOTAL TREES PROVED 16 "� T 05:50 *'`' = LINE AND GRADE . r u- ` . PARKIN LOT tANDSCAPtNG REQ'D. 551 SQ. F1. 0 5% OF 11,020 SQ. FT. FLUME WITH 0.5 C.Y. rr; CL. Al RIPRAP �LANaSCAPED 7 . gREA h �q SPACES `* /T PARKING LOT LANDSCAPING PROVIDED 653 SQ. FT. (5.9311r) r�9 �" FIRE --�'' V ° �1 TP ; RE UiRM'DRANT ° q NO STEEP SLOPES, FLOUDPUO'IS, wETLN'tDS, SINKHOLES, WOOOLAN� ////, , Q ED T C 706.2 oo I� I OR OTHER E��AL FEATURES EXIST ON THIS SITE, - MATCH CURB Ir' • ° PLANTING SCHEDULE I. 4 fT. I _ ..•wr�w►ra.v�..w............ . .. .� ELEVATION. j I� S DEWALK TION ''• - ;� t OPAQUE SCREENING FENCE RESTRIPE TWO ADDITIONAL SPACES - AND SWING GATE, T C'i11,.75 ' '' s 5. EXISTING STIR. o C 09.00 ark\ FOR HANDICAPPED ACCESSIBILITY --� -'` ° o i RIM STD. DI-36=706.37 PROVIDE APPROPRIATE SIGNAGE T C 709.7D ' ? AND ACCESSIBILITY RAMPS. P 700.12 T, C 708.2` I r J PROP. INV. = 700.30 ry W s, i T C 7D 95 , . 51DEtd K REQUIRED} ( j MATCH EX. SIDEWALK REPLACE W -DI-1, RIM=705.75 i s \ LINE AND GRADEnE COMMON NAME r S/I£ (AT r/M£ OF PGINTi'MG) SPACAW 0"4V1W • BRADFORD p£AR 2' CAL. O 6' H/GH AS SAVW AS SH0WN 7.0' ON C£NT&_R Tel d (• P/N OAK 2" CA 4. O 6 HICH 5' M/N. HE/GM WHR£ P/N� -✓ 3.30' 2 0 ® `.00° ,•!.. • _... �� ......i.................: -S.. Glib NOM PROVIDE♦., ♦., .. R�...♦w4......, ..wC/. ... C.i PAVEMENT OVERLAY AS T C 707 r r . _ Permanent �io� All disturt�ed areas not paved eitaN uene a min 6 in topffioil \ NECESSARY TO ENSURE POSfTNE -- � / 5 2oW 00 be eW o e . DRAINAGE FROM BUILDING_ Tal UX C, O POI'PA T/ON USZ' //VOUS Tf?/AL ZO/1/EO.' /w/ DeBonAIR DEVELOPMENT, LTD. P.I.N. 64F-1-3 \ USE: VACANT ZONED: M1 2.9917 ACRES WOODEN 7/ �\,,\� FILTER FABRIC 00T 78 / \ 4" PERFORATED PVC CONNECT TO STR. 1 aror rO SCAc£ TRENCH DRAIIN PROPOSED CONCRETE -�- PROPOSED PAVEMENT UTILITY PEDESTALS 0 [] EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN .......0 w r_ EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX 0 i w4-- PROPOSED CURB & GUTTER PROPOSED CURB W/REV. COTfR SLOPE PROPOSED FIRE LANE FIRE LANE EXISTING A. SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE S,,5 S.S� PROPOSED UNDERGROUND ELECTRIC SERVICE ELfC PROPOSED UNDERGROUND TELEPHONE SERVICE - TELf---- PROPOSED GAS SERVICE --1GAS� PROPOSED LQ f FIXTURE (SEE DETAIL ON SHEET 4'I ❑ # 155 ONE STORY BLOCK METAL BUILDING F.F.E.=707.37 I- 12'x45' LOADING SPACE REQUIRED WATER, SEWER, ELEC., TELE., AND DATA LINE TO BE EXTENDED FROM EXISTING FACILITY. A 3 PROP. STORM STIR. 2 RIM= 706.40 _ - INV. OUT= 704.00 EXISTING 81_)B ( RETAINING WALL'-. GAZEBr w. ... FILL AGAINST BUILDING WALL AS NECESSARY TO ENSURE POSITIVE DRAINAGE AWAY FROM WALL TO D.1. i 12 lb. Mnud ac. ( pe► 1000 Iba 10_ 02 Fertilizer per ac. �4 v 2 tons a�ic�tttrd knestone per oc i l T C 709.00 I 2 tons ssttraw mulch per oc. CL_I + Permanent seeding will occur as the final phase of construction -/ 4'. 707 35 ' IW-.� <I Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not r yet at final grade shall be as follows: CA C 707.25 T C 70i:9O U 1 -7 60 Ibs German Millet per oc. (Nay through September) el Q ( 60 tb. Annual Rye per oc. (October through !April) PROP. (STORM STR. 1 450 tons 10-20-20 Fertilizer per oc. 2 tons agricutturai limestone per ac - ( RIM= 7 6.40 2 tons straw mulch per oc. I INV, IN= 702,00 Seeded areas to be watered and cared for as necessary to provide grass emergence. RIM STD. 01=706.6 V) INV, OU = 701,80 V) 5 INV. = 703.14 1_ I U < NOTE' PROPOSED BUILDING �-, � � STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE F.F. 707.37 BU�DNVG CODE AND SECTION 311, USE GROUP S (STORAGE) j-.�---_ I �\� OF THE BOCA NATIONAL BUILDING CODE/19996. OTHER CODES THAT T C 707.33 APPLY AREA CABO 7.11992 ACCESSBLE AND USABLE BUILDING o T C 709.50 0_ ._ ... .......... .............. AND FACILITIES. A11 . � Xj ` ILO e I GEORGE L. HENZEL, ET z I`" P.I.N. 64F-1-1 � � -� � USE: OFFICE z A M:NTAINED MUM 36' HIGH SLDPED EMBANKMENT TO Z O N E D: M 1 M $ I ----- `�' BE IN THE GRADING EASEMENT TO IMPLEMENT SCREENING OF ADJOINING LOT REQUIRED m ( BY ORDINANCE SECTION I65-27.E(11a). � SIDEWALK IRED cam. '' nipQU�, , T c 706.9-0 I I T C 709,00 C 707:60 b 25.00' v T 708. _ ._ _ 141A . /, T 5 C�/l/TEI' . NOTES: SEC//Old% 12 1. ALL SIGNAGE SHALL CONFORM TO THE FREDERICK COUNTY ZONING CODE, CHAPTER 65, SECTION 165-30, SIGNS. EXISTIN 0 T NG L J ++ 2. ALL LIGHTING IS TO B"OOOLLED-TO_PREVE NL-OFF41TE-BARE-- -- EXISTING DUMSPTER PADY'�., - - _ 3. ALL UTILITIES ARE TO BE PLACED UNDERGROUND. AND ASSOCIATED WALLS AND. 4. NO OUTDOOR STORAGE AREAS ARE PROPOSED. -f$titPME�IT TUBE REMOVE `! PROWDf,TRENCH DRAIN- I I I •.� © N TO STR. 2' 716 0 6. NO PEDESTAL SIGN IS PROPOSED. CD 46" _..................... - - N 34'16'55" E- 560.58' - - - - 201.60' - - - - 50.77' X _ X )( X X - - X S 43'27'05 W. _ ._ __.... Ex: TkAILER SON _ W P,I.N. 64-A-39 PROP. USE: COMMERCIAL/EX. US&. RESIDENTIAL ZONED: M1 EX. ONE STORY .. ........._. BRICK DWELA-IN N r G R O V �R.�oyresc,��E D E 20 10 ! 20 40 ( IN FEET) 1 inch 20 ff. �Sl fY GI,W IA z boa Oow� �'�Ow w z � ca:0 +,v_>w0 3L.z 6�43a r0' uwOw _ a Q�cf v air a i .w o� _ Z O � "y �c w � q O v d SCALE: 1 "=20' DRAWN BY: IDS PROJECT NO. DATE 2-7-2�)00 1 SHEET 2 of 3 L REF E1111 40S - ufa 0 SECTION A 4- 'A W 1 � . • y � • — � The rwfom of the corD and . _ pMar nay be c�sfracfed I 00 "el to fM tope of s.rb- fg" _^'1'^——Y•-a„—.. w.fale co'W"s Prov.ded a ` minimum deal♦, of 7" ,s i n.s onto now W cauenfe ` mdfrrtdr"ed at 1M opfmn ul fM roMrocfa Tars cwr r tore aefW•Mn deehn ePeeJ .e 40 M11114 " feu or: Rwal nfghewrs and 45 MPH Rife Lam crib it patter havnp o rod'us •ss -n deve+O Fed ar DOn84:aJr bdn of 300. of Ms taof,; we Of Wb) MCI heat be pout for as , ed of :,vwnafKn canb 4 9"It, 't'. onm 'T4t in precofl ar cast r pace CAmreIt to be Close A3 n root m place, 4n(Y)ASt t pec rir COMBINATIOAV 6° CURB a GUTTER ti fR�sfle QFAARTMEKI ___ 'THAtySNJRTAf�ON 20103 707 705 703 701 e•• 697 m F1. 1•. e' aqucq VAa -. LOK :n r•t e• i f'. f• roan Ma A M d. Faa11fG 6' SECTION A 4 PLAN VIEW IO I 9• �OICfE ON CAPSOrOl9DR$ WYr 'O FOR SOLD OWC110NS 5 B• rn'>frX OIAL NOIlS IN CON CIifIE TO I" eta M ape+ )' SOJK eD CLIAM rosfow, SFIR rEeefa j2) 24• LOW, ]/B• erns 1/2' `.;GYRE M Y- fteMfi ANw rr]Y - ALL x iRrz t /1 ` oaaE _ — aNOE — (GONG wilm) FOC MG 4 Ir a ROM SRFII AC 11 VED14. �; a riot r-_ FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL 1- aafAtp (gpetfl iiApt wn INWNCfI I- J e• cofe7�E sue r, aA __1)A rent f491 (SEX toNcetrt sAe � iytusc fefawra4 0+00 SECTION B f— z w MATCH EXISTING PAVEMENT �� P PVEMENf S TA. 1 +26. 5 1— 90' EL. V) tJJ W WATER LATERAL PROFILE SCALE: 1 •= 20' HORIT 1 = 2" VEI GRAVEL AND WIRE MESH DROP INLET SEDIMENT FIL TER 418" MIN. RUNOFF WATER WITH SEDIMENT C SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC ANCHOR POSTS SHOULD BE MIN" 2' STEEL 'U' CHANNEL OR 2"0' TIMBER, 6' IN LENGTH MAXIMUM 8 FEET HIGHL'r VISABI.E FLAGGING "--USE 2"x4' LUMBER FOR CROSS BRACING BLAZE ORANGE '- PLASTIC MESH USE 8" WIRES ANCHOR POSTS MUST BE 'U' TO SECURE I( n NSTALLED TO A DEPTH OF FENCE BOTTOM NO LESS THAN 1/3 OF THE TOTAL HEIGHT OF POST NOTES: 1 ROOT DAMAGE SHOULD BE AVOIDED. 2 DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION 3 DEVICE SHALL K PLACED AT THE DRIP LINE OF THE THE EXISTING TREES PRIOR TO ANY LAND DISTURBANCE. 4 PROTECTION SHALL BE IN PLACE. BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION 707 705 703 701 CFl— 2+00 rnrusr orocit 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 J/ Remove container and cut circling Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than bap depth burlap as possible if field grown No hole 2-3 times root ball width TREE PLANTER DETAIL no Boole 6" dia. schedule 40 steel pipe filled with- concrete and painted - yellow 7. 18' dia concretes Ir encasement „ BOLLAPD DETAIL direction of setting to be approved prior to insulation I - as re erred (concrete pad 1'-6" sq x 6" deep 2" min. - 6" mox. ` h stone to be minimum screw type of 6' above top of base adjustable valve box one /&,- locator peg 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. 5°rftAx. /_�'� ✓ �_ /_� /✓ 'III FLOW pit _ IU III 4" 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) PLATE. 3.07-2 SOURCE: Adapted fim Eod&ft oft Straw and hbnc fitter Barriers for Sedi mt Control,VA. 1SC PIE. 3.05-2 Sherwood and Vp t ������f��l�l�rr�l�►r INIX j LA ���I� `� 1 r FIRE HYDRANT ASSEMBLY Figure 9 DO NOT prune terminal _7 leader or branch tips Prune narrow crotch angles and water spouts Prude broken branches Prune suckers 2•-3- mulch kept away from trunk ';oil well to contain water —UNAMENDED backfill soil —Partially bockfiU, water to settle soil, finish bockfilling —Area for water drainage C� Ix Ex Cr I _I. rD Z ;2� 1f c ) w w 2-- �r, LLJ CD ctLrL 2_� �IiLL c �Q CY- c:-_ a-, Q w w w w w as tZa cn 0 0 0 0 0 w cn w cn w c_n w cr) w N as rzct�acr_ I CX� W f- Qo<-4 C-4 4 I oo�Q,Inc-i c'. J I I I I C_J .....� ,7-. .. ►urniet IVW ......-.. I.I.. 7.r".. .. �• m"s-.-nr PW P" ' MrrAF NOTE i •`i�M1rrJMK1If o4 rgKt'iMf PM' tram Sr11c+ q putt S4r7A trG lyy wiiM+. I PrrtrteNR h bA M f tarteA to 9"%q bf 3006-A 004 3Ir!1p{MMK M III 2 rifo nAfx;f unfA „4 0 Hutt/(rr pit? c 'nano ep y w3 4" vio_) SECTION - * 4• I ----�— .� `� "✓ ..� _`�}',-� - SIZES REO(J RED `M 6 e CIAO !PI1PE G61 c PPE DIALl l DIA tlMlitl TWKSS ,, • can be odjusted to 4 or im 12 250 obtain cMrsd percent 3k)pe 6 8 16 18 M0 .375 TIMBER SKID 10 20 .375 12 24 .250 WATER SO MCE IATEI /kS 14 24 .375 a) Cosing pipe shill be SCH 40 PVC or 02 15 24 .375 b) 2' diomeW pipe for 3/4' h 1' service lines 16 18 30 � r.) 6" diameter pipe for 2" service lines 20 36 .500 d) no spacers or sand fill to be installed 21 36 500 24 36 .500 ( for larger pipe use tunnel liner ) HIGHWAY CROSSING Figure 3 AMENDMENT NO. 2 - APRIL 1997 general backfill general backfill o.b a" a ,$-8" r 24" carefully compacted 'Jr 24" careful) compacted Y P 'r select backfill F select backfill a�. stone y aggregate — 6.. y 0.0 112 0.0. d cnc. 6" 6 concrete stone aggregate STANDARD CONCRETE CRADLE general backfill General backfill r k ,i } " 24" carefully compacted carefully compacted — 1 24` concrete is select bockfilt select bockfll O.D. U.D. 162 O.D. 6" 6' stone aggregate concrete CONCRETE ARCH CONCRETE ENCASEMENT repave to 1-1/2 times original thickness —saw cut to be made at time of replacement. (� Y o.D. a.. e.. v entire trench to be s compacted 21-A -- — T V.D.O.T. PAVEMENT REPLACEMLNI TRENCH & BEDDING Figure 1 2 ACRES OR LESS OF DRAINAGE AREA: FILTER CLOTH (OPTIONAL) VDOT #1 COARSE AGGREGATE FLOW (DOWNSTREAM VIEW) 2-10 ACRES OF DRAINAGE AREA: FILTER CLOTH (OPTIONAL) —_ VDOT #1 COARSE AGGREGATE _FLOW SOURCE: VA. DSWC (DOWNSTREAM VIEW) !X _ Lim CLASS I RIPRAP fl, r Ir ow w bi b Yr PWv I�>ILL W �GIaIA ......1; Z 4. tp a p ~� O W �J jy�J LL) • rn Qr�Dn� Wu o u- Z F WOW cr W rv�� X d 1)> -2(-) �A/°W too � z O h1 w w Q) Cif v SCALE: VIA DRAWN BY, IDS _ PROJECT NO. DATE: 2-7-2000 PLATE. 3.20-1 I SHEET 3 0* 3