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07-01 Trex Washline Revision - Back Creek - Backfile
%47 Founded in 1971 /t% GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, Virginia 22602 August 1, 2003 Frederick County Department of Planning 107 North Kent St Winchester, VA 22601 Attn: Jeremy Camp, Planner Re: TREX Parking Layout Dear Mr. Camp: Greenway Engineering is pleased to submit revisions to the parking layout plan for the Trex facility located south of Winchester. These plans have been revised and include your comments per our meeting in June. This should provide you with the necessary information to approve the layout. Please review and approve as appropriate. If there are any questions or need for additional information, please feel free to contact me. Sincerely, Greenwav Engineering Randy L. Kepler, PE Enclosures Cc: Jeff Edwards - TREX L,a a 2003 Engineers Surveyors Telephone 540-662-4185 FAX 540-722-9528 File #2168/RLK/dlm www.greenwayeng.com '81 A4 cam. CAC --L-P` 04Ae r "o4 x`t Az� -- 0� p "ou) tc) C(5116- , .0. Wqj- . f SHAWNEE pf p_ .— —. — .— ._. —,Y— .. y — --=—�� S � 57 PARKING CALCULATIONS LOADING SPACES (EXISTING BUILDINGS) PLANT 1 REQUIRED = 1 SP/40,000 SF 102,600/40,000 = 2.57 OR 3 PROVIDED = 5 (ALONG FRONT OF BUILDING) _ y{ \ Y\ �� \ \ \ \ ' TOTAL EMPLOYEES = 70 PER SHIFT PLANT 2 `- � � !-- L. r � ._. _ _ \ � \ I � _ 'ff�' �" _ ..+ — _ —. � — J' '� iiB lib.T J. 6 \ 2 SHIFTS * 70 EMPLOYEES = 140 EMPLOYEES * REQUIRED = 1 SP 40,000 SF �� \ \ \\ \I \ \ 140 EMPLOYEES 0.75 SPACES = 105 SPACES REQUIRED = 149 622/40,000 = 3.74 OR 4 PROVIDED = 20 (ALONG FRONT OF BUILDING) TOTAL REQUIRED SPACES = 134 _ 12 () \ , EXISTING SPACES 53 WASH LINE r-'� _ 1 9 \, rl~ i�1 \ PROPOSED SPACES = 141 REQUIRED = 1 SP/40,000 SF 't.. I i �' 186,148 SF AREA (75% IS WAREHOUSE) I d 194 T�f,hj 0�, e \\ = 46,527/40,000 = 1.16 OR 2 'T PROVIDED = 3 TOTAL REQUIRED SPACES = 9 EXISTING SPACES = 8 PROPOSED SPACES = 20 \ TOTAL SPACES = 28 \ -- NOTES: I � m�I v F. \ 1. ALL FIRE LANES WILL BE PERMENANTLY MARKED. 2. ALL NEW PARKING SHOWN ON THIS PLAN SHALL BE PERMANENTLY STRIPED. 3. PARKING STALL SHALL BE 9' X 20' UNLESS OTHERWISE SHOWN. 4. TRAVEL LANES SHALL BE 22' IN WIDTH. PAVE k / � 9 r Al2KIt T- .�" 1 I I r V gpAGE i i 1, I N 0. 10 �,� \I 1 "EL t. - -..m ..^� } 4 STEOPS b-I I I �'o \ t v s r ; a ¢•' — —'�.�� �"� +. t REQUIRED MANUFACTURING - 3 PER 4 EMPLOYEES OFFICE - 1 PER 250 SF TOTAL OFFICE = 7211 SF = 7211/250 = 29 SPACES SYMBOL QUANTITY COMMON NAME SCIENTIFIC NAME CALIPER 9 PIN OAK Quercus pa lustris 211 MIN TRREX PLANT 1 (26 O�D TREX PLANT 2 .I kl 1 / I ` �• I + PAVE 111 I \ y; _ \ PARKIN5s \` . . �7, + I $PACE MATERIAL r1IFELINE- \ a \ o' 1kI f I o (\ \ I I \ \ FAD O F \ \ m I I \ \ \\ \ I �� EX. W,4REN0U5E 1 k \ \ \\\ \ \ m,�T Cu 2 I t l \ \\ \ 1 \\\ q�' 'ti I i PA BUILDING U�_�-- \0 \\\\ IN, FINISHED GOODS STORAGE \ -� I , I A so' III EY,ISTINCz f'vEMENT a .DRN \ i — �� rz�' ._. __... 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PARKING CALCULATIONS LOADING SPACES (EXISTING BUILDINGS) PLANT 1 REQUIRED = 1 SP/40,000 SF 102,600/40,000 = 2.57 OR 3 PROVIDED = 5 (ALONG FRONT OF BUILDING) PLANT 2 \ . \ ` \ \ 140 EMPLOYEES 0.75 SPACES - 105 SPACES REQUIRED REQUIRED = 1 SP/40,000 SF \ \ I \ 1 �,� , = 149,622/40,000 = 3.74 OR 4 N. -- ` \ '\\ I ` ` , PROVIDED = 20 (ALONG FRONT OF BUILDING) '(TV) ANI , TOTAL REQUIRED SPACES = 134 , \ I ��« ` D , EXISTING SPACES 53 WASH LINE e P-� _ I I ► + I �` PROPOSED SPACES = 141 REQUIRED = 1 SP/40,000 SF i +� _ ___•,____ I \ ( ` �' I� ` 194 - 186,148 SF AREA (75% IS WAREHOUSE) I � w 1� �' --. - - -- /� \ \ ; `: ti ►/� ,a9 a \ 46,527/40,000 - 1.16 OR 2 r t \ - /-� f V T co = 3 illu TOTAL REQUIRED SPACES 9 I EXISTING SPACES = 8 PROPOSED SPACES = 20 TOTAL SPACES = 28 �I ` �,�� _ + `\ NOTES: 11L-� i , p � x I \ !/ } E , �\\ 1. ALL FIRE LANES WILL BE PERMENANTLY MARKED. •,\ I I -- (0 4 I� '� \ °\� 2. ALL NEW PARKING SHOWN ON THIS PLAN SHALL BE PERMANENTLY STRIPED. , 3. PARKING STALL SHALL BE 9 X 20 UNLESS OTHERWISE SHOWN. Is 4. TRAVEL LANES SHALL BE 22> IN WIDTH. f I pA CE5 I V •, I 1 ( SPAG 1 1 I EY. !EN STOPS `IJ t \s,>.,,., a � REQUIRED MANUFACTURING - 3 PER 4 EMPLOYEES OFFICE - 1 PER 250 SF TOTAL OFFICE = 7211 SF - 7211/250 = 29 SPACES TOTAL EMPLOYEES = 70 PER SHIFT 2 SHIFTS * 70 EMPLOYEES = '140 EMPLOYEES * 5YM50L QUANTITY COMMON NAME 6CIENTIr-IC NAME CALIPER 0 9 PIN OAK Quercus palustris 2" MIN t >�I TfR X PLANT 1 20• ��� - TREX PLANT 2 ` { I U?r \ , j IINtp 1 AVE -_ ►t + / 8 I ' 5PACES MATE!AL PIi'ELiNE ' I I { I Ii\- 1// ` meaml IY/ Wvmea• uuue'd ` \ . — _ \v\ i I \ \ ^ Ci ' To \ \� \ '\\ 1 > \\\\\ � �; FIRE LAN7: o CoN fpm cork I \ \\ t ( 1 0\ \\ EX W,,4RREPOU5E � I l \ \ \ \ `Xr °\ FI t �_ ` \\ Ii I' BUILD1NCs 1;� r. I ` \ \ \ \\\ `a ... I (Px. \ _i \\ _ I \\ _UU1 l i } ' \\ t � ." .r �,,. '"_ "" --. ""' •``� . i � � \ % ,...:... ...:.... .,. 1_;' l ,_.r '_ — . 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S-MENT DATE: 7/30/01 SCALE: 1" = 80' DESIGNED BY: - RLK FILE NO. - 2168 SHEET 1 OF, 1 0 0 R, LO 6 CD 0 L f0 CENER9L NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP C7 cape � = ,� �rovx �, e°'i,�p1�"� a Pm� s W �o�o, �o�,���„a� .��ae,�, �,a specifications ..ate :"�w.��, rom standards .� �.�,e�. e� plans, ��= most ,�,oee�� ,� �� o �n E ��r _ . e„ ,e.� o, ,�. o ,e�,�., <e��„��a �� ��. a s��„�,ae ,�a aoa,00 � mN��Es.Ea °"'° Ve°` a "°' "` �� � `� Z .oi o� ...e.00.�suo� �v„ s ...�,e .�,,.�,�,��ee ,�< �o� ��„ . Regulations. r a PROP .ovr� ewe r`;.a<o<:"coo �o �o�.�,��� _ _ - - Aux. uo currex W _ _ .,,�.. �,.�m�. or .� <��.e�« permit s. vom .n�� .��c a.mn �. _ _� � Q under , e a.,. `m.`�.�=n �,��=.r, gee'. .a��,a� on w�.a a e„ae. se=��u�.eo�., s.���o� �w.o.-e. �� F 9 m eu� msvxwre wre M ,�e��. , necessary , ,�m w� �� maw SITE � �,o< u=i r; <, SHEET INDEX : ` a. a. �,eA=e ,�e� � o ,«o.�.�� with ..,,, e„ ��a.A ,.<�„� W e� .e .,��s cup �o�. �o„�.,�a., .,.,a�, <e���. ,s=�=�=_, utility <em�e,<. ,,,< roo, >�e. �o ,,,�.�,o„ a .o. � �rc<eroe,�.����ee �M��, o< <�. .�.a...e.�.a..� placing �� SITE . ,o s�� a rl,^\ e.� „��� a� �a.. roar .�� dw a .e �,o�„ „a�,�. �a. y � e roe. .�es .,��e� ...,,,�� m. �..��.en o..... �m <.� �re PROJECT INFORMATION T <. P.oa���., .��.��.a e. � project « m,� �, m,��,�e.a . m��,m..m ,.m....� conform o . standard ,.. _ m P... m.o�sn o�.o-����o�. a��„ W«<. �o�,.o� .�,..o �..� mv� ro.� rope o as '' _ _ .-�c�,ro _ a.a .< < _ �e - °a° ".�n�«« ,�< m,�v�.a e� �s. v�. a�.�,�, ,oa e� m< era or �o�,o-�ma�. pre ,�aro. o� � 6 o ecq � ••n `" ,"•"•• �x i...i.. <.� me�w�<a i� . n..n mud ..e a�.� r.tt minimum m <o.�..�a. .n<� ro:na<, �o e� i�sien<a ��a�. roadway a.si�a� �==wuc.. rero r�'reupe �/'ram - i i condition ion . a Ames. °- a„��1i i. xowm ma xroavvr � rn eanaosrn use unnorncmxmc noxnce „p,v�y .w.a o-em the erP.oe.�vi. a��no.nr concerning a �u x vicinity �r until .,, .v �e .., e. e.�..,,.,.,.e or <n. engineer .�a .nr�oaa es ensnx ��: n. =�"•w<�<a � a«o.a.��.. ��n �n. a...�� � "�•"�•� ,nv� e. r .e .�a .ne�o�rea q rom Inspector m .,, : e� �i i�. o�. o «i� m��� ,tee a prior to placement or fill. � - au w�xc xe�cx�r .wuw eo' (z� mm�xc. ao PROPOSED) _ 3 - / .n � 4 `�r"`: one rreoroseo n..�s��ee. of air e 9 �u�� � o� ee u< � .�� �o�. � u m occurs e.. S.F.' result e . construction .a « within o� contiguous . �o u.... a e right-of-way. ro.a �a ���°'. • `°vr ar an uav .mu e< ne���ua ie vwr r.�e. �e eon SANITARY cvuiwvr e�m LATERAL �� e< e� �nmcs S.F.�e 1-4 ���a� voor approval. eaoe womox F m.� grading ai w:.�o� from all m.oi..a �amv.��.. *mu - an o m�:i e r r ..= grading =�a/e..�i� via. a rom s.� ..a..m..nn e. �.� � �<a e� ie�: o�= semt�v �xo�e oomeiev O a»sa� e vex � ao"im o � m development .�a n..u.� .n.�a a.�.,,�e .,.�....,�r er wo. m revs aux now xm mcreense esb�ovew mrx rxe evert z ruu in. m. a.a •m=n ...wu=a .....�..wi e� his oiuw srtnw'ruxe mvnm¢a O r.�ren. <e� e� .newa e< no�< �o� w �o� s � "°r ,n.�i .,...i war ,,..��.�..m a..�v� =eom.e. ma ,. u. a...ioa... wo��minr. LANDSCAPE c nc'^ti�5 �� a.��� e. .n.. .,� au�o....a a�.i�e <o�.wa�o�, in< o.�.� .oa e vxoeo engineer m.:� e. �owi.e .mm.e,.�.y. " e � . a�ie. �o z. io � <c xoxc) p �. of .e.4. u��i .oe iew rn�. may xa ox.�,,..e. a e n - imm.e�.�.�r �� .ter e�.«.n.�=,.. e.�.«� ,�wd r�aa �e�aiue�� <� �n.. .e.�a eva. > � � rvo ciuxee raou svvreoveu vwrz z vux w. e��oe.. e...� wm. e..«.��o�. or rovr o� .� c ma onw virz z vm, e..... ef`ou^` receivable `". �" a. ei�.i ia=.��o.. of cc-iz c�.e n.ii x e.�.���. e wm Li 1 1 Inspector. lto 01 l wrn sheets, and connections to existing lines.vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE REQUIRED: FRONT: 75' EXISTING: FRONT: 995.4' p�SIDE: 25 SIDE: 34.4 H15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m �REAR: 25' REAR: 100.6' Zstandards and specifications of Frederick County and FCSA. prior to placement of fill. EXISTING REDUCERBUILDING HEIGHT: MAXIMUM 60' (24' EXISTING, 30' PROPOSED)16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER Ucontractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and baekfill of utility/storm sewer trenches shallSIGNS: NONE PROPOSEDprior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6'lifts to 95% of theoretical maximum density as determined by STOP SIGNAASHTO T-99 Method A, within plus or minus 2� of optimum moisture for the full widthutility verification and the proposed construction.VEHI r" f r / R I1 7 >t I d Ex. m U O 0 CV 0 0 ai CU o_ LD CV a CD LL- C O Ol 3 O 0 OD Ln (U LLJ Z Iti J cn a x a., L F- I m cD / Py LL. O 7 LI 1 1 1 1 1 L� 1 1 FORMER GAPI TOL REC.,ORD BU I LP I N6 USE: EXI15TRN, - HARE H(\-)U�E u!5E: ROPOHD- MAM,)FA(-'TUR M- AND, WAREHOUSE 6/145 5F -f..�._+'�� ! i •....sue '-wl !'\ `�..._----_-----Ic-_— i 1 14-1 f --f 1r � O a I i 1 \ 5- t 1 ° e P j P 1 p 1 1 r ' 5 5/ 026 2" E 46 7.35" � r 1 r i -�,.•- 14 ..mod- i \ J EX. LOAD114r,d r 1 ' d X _ d t It1 ` , ---. �—f . —. �. �. ,-�. —,I —f —"! mil. i�...�. -�, �. •�-: G ! ! r 1 r f + � r � t � 1 ; i rr it EXIi 1 J PI 1 W W Z Z W CV o ca 10 -4 a Z x �� W �- W o tko w ai ' zL tj (L CL \t W � W _ O i J t { { J .________--- __."_---.... +._ •� Ord;_ . �.."y ,,,.,��" � .. �._+ i ( �_-I f I it � i w y —. ! M \ ' — • � • � . f r • — ` � , i • y' — ! r' — ` � • � � + * � t — � � R ✓� �V 2✓ � + • �' L 91A1' / �U —T25" ` 4 25' i r 1 I I 1 v • US S. BADER 9 ' No 2 704 o 04 ti SS,IONAL �Cs 0 z 1-1 Q E-,~ J �z Z ao wE w (j) E- � ~ U Z a v� c7 0 04 0 �T x P" W ~ z [i] O x W 0 W NW W 1- z W z ll--, DATE: 1/13/O1 SCALE: 1"=50' DESIGNED BY: CB JOB NO. 2168R SHEET 2 OF 3 x e r, 0 0 N m (Z6 m 0 N a 0 of 3 J J Q CE Lli O (lj C\1 LLJ Z J a / X 00 LO Cu / to IL 0 x 0 ZONE H EXTERMINATING CO. z USEa C0i44)NITY 0I3frER ZONE, 82 USE. MSINE55 cc 63-A-IIOS 63-A-112 I W -. ,, W .L 03L5 to 0 �ko ko ^r154 CQ cv uito \\it I 1 •�� k i 11 rj `i l `' ' r .. Ar'11�1 , O A USE, OFFICE NOTC. 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T � � _- � vVAroAD r' � - , t ti �, �` r''1 � � � t� TM 3'71-M-1 A !V -_._ d V t, �` "-• , % t r r f t 1'X'E 46 L rr 1 + �_\`\ - c*+c. ��war. ! tt l t \ 1 x�tFt vt �'ut J , �/ ,)1�✓ 1 tll� OVA 1 ` � � __ �L �• . 1 -ems- -- -a-� �- � � \ \ \\ J/ t AW j It x f MV r.O - ilil�� ) _ \ \ 4 I 11t11 1 r• • { tll __� Cr.4 /1 1 lam_ , , . W ri. �•..,, KWOH "•i.all►vl�..._ a ° - , '= '� °PFtiP� �••_ f� \\ r`� eo'maWtr'- �x r s .1 _ _- w - _ tMTGHE PAV�Bii ub« r r ,c r_ ._r__ a- i -(" .t� / v , \ A� �/1� ----1. -.,� t\ \\` . C-—i-"""i--^ '\ \\ \` \ j la_ R TO � 2 VArATD `\ \ l 1 t , l `, l 3 ` / / ti "� L S. BADER N0. 25704 •� 1 -\ t 1MOL \ 1 { t i 4 \ 1 11l ,i t t ` / + tS ONAL 0 1 e =� I -. Y r--90 - - rt i t1 `�„' � ' .,,,,, �— _ \ , �: gg � t 1 t j `' r r ,.` .• , � t t t 1 ' l � �x ►+' � 1 � t / / ;err Ott � Jt Jx s t t ) lit ' li I I O ; rj \ r S \ {'' ,l S� SU• f� / NI J t J .. ! I E IrrfI r J ,,-- 1 r , 4 ? �d; ,xJ l J r` ;, x \ . \ CITY OF NCHeSTER / \ , '! , , j / r J \ \ \ • �_ PUMP 5TATION PARCEL DB 458 P6 4e6 / I 1 I w I Ol�Ap1E1 / l\ lL\`.\ / J J 1 4 1 it 1 Ir, ( fxe+ 4 t r J j J / / // /Jx / !� \. ' � t rr{ /r x ` i J 1 rrr r / \ \ 11 `JJ J ( Vr �1 (' \r 1 f ir# .,-•... __.J". r GI!'f PVG^ { t WALL AM 1 I " N J J / / r t / ! rf� i ' t ' t,' is ♦., R> a•v Q 1 1 i EX a IN • 14IJI IdROP INJ Q!f . 14100 i >) IRV ► S ~ d r t)" �. �� l - , / �r r ,r // , \ J r, / rr' 1 ) /� j ,' , / f x �, t i t , 1 , ,' t l l leo�rr t r % -`"' ..`" tt �' I"'1 E--1 E-1 '- / tto �` (i 4 }i ' ._ •- __ .N , ; r / , t _-.r ri l �/�i' -• __mow 4t r / r / ' r - " �� / i u m . 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M2 _ I GOMMERCIAL/INC%TRIAL % * ' - 0 ' 53.02' W 5 60 °25 40" E i �z> t I � {j H1 t DATE: 1/13/01 SCALE: 1"=100' 1 I DESIGNED BY: CB JOB NO. 2168R SHEET 3 OF 3 rye. x / h x x ry0 x ti \ X I / 0MSP ti~ NEW PAVEMENT PAVEMENT SECTION ASPHALT 2" SM-2A ROAD 8" 21B INV=623.37 � x -i 5"CMP 1 INV=622.80 x INV=623.59 ASPHALT ROAD CONC PAD I 1 ry0 x \ WOOD RAIL FENCE h CONC W1 l I / x �0 O_ 626 �P 625.52 x x MTSP �, CONC WALL x(625.6) \- ti4 J 4&26- -,-ev op -NIP ry x - O �o• oo ti - 1 62 :�::•:� tip-T36 ADD 1"-2" SM-2A OVERLAY. SLOPE TO DRAIN J POSTSO O OMWOWSP4�A2X REMOVE EXISTING SIDEWALK & _HANDICAP RAMP ISTINI PHAL h� uy `moo' x /x 1 ry x / x\ -•62-Er- � J x iPlV=6��62 �/ MTSP� 15" CMP 1 1 1 ti r O� cow1�AtL\ ��.�` 8 -- -n '� Q � y METAL SCALE SCALE HOUSE FFE=628.25 30'x40' NC `h CONC WALL--- ryy� 4MSP x " PVC ` / x k' (UNKNOWN 'k - - SOURC .•-������ x x � x x WSP =622.6>` _ LNV=622.30 RELOCATt EXISTING 6 HEAT 8PU Aa UNIT IT ® / H MH I P.QST(3) ti 'Y H x 1 I •.,w x ` o• ASPHALT :PAVEMENT:;;:" x w �m� x �b' APPROX. LO�ATION OF EXISTING -WATER LINE. U - - - '�� - - - - - - fr27- RELOCATE WATER LINE TO X AVOID NEW CONSTRUCTION. 0 WELL x— � x � ry. x` ASPHALT ROAD ti x x 1 11 GRATE TOP=623.14 INV=620.54 I CONCI PAD ASPHALT ,� I ROAD I � �� ry x M' ti O 15" CMP INV=621.59 I ASAti� x O WPP CONSTRUCTION NOTES: 1. RELOCATE WATER LINE TO AVOID NEW CONSTRUCTION. 2. ADD NEW PAVEMENT FOR TWO PARKING SPACES AND WITHIN A SMALL PORTION OF EXISTING PARKING LOT. NEW PAVEMENT 3. OVERLAY EXISTING PARKING LOT WITH 1 "-2" OF PAVEMENT SECTION SM-2A TO PROMOTE POSITIVE DRAINAGE AND RESTRIPE 2" SM-2A 8" 21e PARKING SPACES. 4. DEMOLISH EXISTING HANDICAP RAMP AND TWO SECTIONS OF SIDEWALK. 20 0 20 40 SCALE: 1' = 20' LEGEND MW MONITORING WELL WSP WOOD SIGN POST MSP METAL SIGN POST MTSP METAL TRAFFIC SIGNAL POST MH MANHOLE WPP UTILITY POLE CONC CONCRETE NOTES: 1. NO TITLE REPORT FURNISHED. 2. EASEMENTS MAY EXIST THAT ARE NOT SHOWN. 3. INFORMATION SHOWN HEREON IS BASED ON FIELD RUN SURVEY COMPLETED ON JANUARY 29, 2003. 4. 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. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. %d LL_ 0 O O C\2 C\2 z E- Cl W x z i E- W Ei U) Q O a E-+ 04 z O co Lo O U N 4.0 4A O c� co G 4 :; w O W I rn O I c0 O Lo r�r W I �co W d•' O CO O .•1 O z x in, Q ZW V) O =) U= Y w J U Q w 0 W w ILL. REVISED: 9/30/03 DATE: 3/1/03 SCALE: 1 "=20' U Q �z U)Of oOf J Q } W Z (_ Z) CD Q U Lu wuj Z `L' 0 Gi DRAWN BY: JGB DWG: "id5032siteplan" SHEET 1 OF 1 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and FCSA. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. Iff a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 1 Water/Sewer: Department of Public Utilities City of Winchester P.O. Box 75 Winchester, VA. 22604 (540) 665-1815 Telephone: Verizon P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 Power: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22804 (540) 869-1111 MISS UTILITY 1-800-257-7777 m U 0 0 Cu LO 6 0 0 01 fD i 0 U J co LD z H J rn CD x L CU U) LL- CD V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. VI 3. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified "independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. VI 5. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. V16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. V17. Prior to acceptance by VD1OT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. EXISTING INTERMEDIATE CONTOUR 33 EXISTING INDEX CONTOUR 330 PROPOSED CONTOUR 40 EX E/P EXISTING EDGE OF PAVEMENT PROP E/P PROPOSED EDGE OF PAVEMENT EX C&G EXISTING CURB AND GUTTER PROP C&G PROPOSED CURB AND GUTTER CG-6 CG-6R � TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEALER EX. 15" RCP PROP 15" RCP PROPOSED STORM SEWER EXISTING SANITARY SLIFER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE r PROPOSED ELECTRIC SERVICE 19 EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE ... - ... ... - ... ... _ .. . FENCE LINE EXISTING POWER POLE PP EXISTING TELEPHONE POLE TP EXISTING WATERLINE W/ TEE 'Tom_ PROPOSED WATERLINE W/ TEE "T i PROPOSED FIRE HYDRANT c8a FH EXISTING WATER VALVE PROPOSED WATER MEM m XM EXISTING REDUCER PROPOSED REDUCER STOP SIGN -� VEHICLES PER DAY COUNT i0® PROPOSED STREET NAME SIGN -�- PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O SIN J !I 1111 CENTERLINE EXISTING ' 1 f' PROPOSED •O I EX ,I,, LINE PROPOSED TREE HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES TRIP GENERATION DATA H v CLASS USE PER ACRE # ACRES TRIP RATE VPD O jr �1 US S. BADER No. 2 704 THIS PLAN WILL NOT AFFECT o 3/ �DI TRIP GENERATION. SEE PLAN FOR ` PLANT 2 FOR ADDITIONAL TRIP `�'IpIVAL GENERATION. I APPROVAL /I /� 0-/1 FREDERICK COUNTY ZO ING ADMINISTRATOR DATE * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL. * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL. 12.0 7153 r.. >> 15" OAK 15" PINE TRW} RED MAPLE PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO A 7 - 5NY1 r-d&3FU tip COVER SHEET SITE PLAN OVERALL PLAN VICINITY MAP SCALE 1'= 2000' SHEET INDEX 1219 211firsduffillwom * PROPERTY IN THE 61TY OF WINCHESTER SHEET 1 SHEET 2 SHEET 3 STREET ADDRESS 3229 SHAWNEE DR. WINCHESTER, VA. 22602 MAGISTERIAL DISTRICT BACK CREEK PARCEL IDENTIFICATION NO. 63-A-110,371 -1 -1 (CITY) LOT AREA 65.79 AC DISTURBED AREA 0 AC CURRENT ZONING M2 CURRENT USE MANUFACTURING Z PROPOSED USE MANUFACTURING/STORAGE SETBACKS - 5 REQUIRED: FRONT: 75' EXISTING: FRONT: 995.4' a SIDE: 25' SIDE: 34.4' REAR: 25' REAR: 100.6' BUILDING HEIGHT: MAXIMUM 60' (24' EXISTING, 30' PROPOSED) SIGNS: NONE PROPOSED F.A.R. CALCULATIONS LOT AREA = 65.79 AC = 2,865,812 S.F. EX. BUILDINGS = 477,564 S.F. PROP ADDITIONS = 0 S.F. W TOTAL = 477,564 S.F. d 477,564 2,865,812 = 0.167 (F.A.R.) Ll THIS PLAN DOES NOT INCREASE FAR OVER WHAT WAS APPROVED WITH THE PLANT 2 PLAN LANDSCAPE CALCULATIONS LANDSCAPE AREA REQUIRED = 15% OR 9.87 AC PROPOSED : 8.64 AC (PIN 371-1-1) 10.7 AC (AROUND SWM POND SMALL BUILDING) TOTAL PROPOSED = 19.3 AC OR 29% NO CHANGE FROM APPROVED PLANT'2 PLAN PARKING CALCULATIONS REQUIRED MANUFACTURING - 3 PER 4 EMPLOYEES REQUIRED WAREHOUSE - 1 PER EMPLOYEE PROP MANUFACTURING= 4 EMPLOYEES PROP WAREHOUSE = 11 EMPLOYEES TOTAL BUILDING = 15 EMPLOYEES 4 EMPLOYEES " 0.75 SPACES = 3 SPACES 11 EMPLOYEES * 1.0 SPACES = 11 SPACES TOTAL SPACES = 14 REQUIRED LOADING SPACES (PROPOSED BUILDING) REQUIRED = 1 SP/40,000 SF = 186,148/40,000 = 4.65 OR 5 PROVIDED = 10 EXISTING TOTAL REQUIRED SPACES = 11 EXISITING SPACES = 132 REMOVE 2 SPACES TO CREATE 4 ADDITIONAL H/C SPACES TOTAL REMAINING SPACES = 130 HANDICAP PARKING 101-150 SPACES = 5 HANDICAP SPACES REQ. EXIST. 1 HANDICAP SPACE PROP. H/C SPACES = 4 TOTAL HANDICAP SPACES = 5 NOTE: NO NEW PARKING SPACES ARE PROPOSEC UNDER THIS PLAN WITH THE EXCEPTION OF 4 ADDITIONAL HANDICAP SPACES THAT ARE TO BE RESTRIPED ON THE EXISTING PARKING LOT. NOTE: NO LIGHT FIXTURES ARE PROPOSED UNDER THIS PLAN NOR ARE ANY TO BE RELOCATED UNDER THIS PLAN. NOTE: THE ONLY ENVIRONMENTAL FEATURE FOUND ON THIS LOT IS THE 3.69 ACRES OF FLOOD PLAIN ASSOCIATED WITH HOGUE CREEK. THIS PORTION OF THE LOT IS NOT PART OF THIS PLAN AND NO DISTURBANCE OF THE FLOOD PLAIN IS PROPOSED. Project Name: J CMNY Project Number: 1A E.12117 OPA,L.L. C m Magisterial District: Date of Plan: (Month, Day, Year) BACK CREEK 01 /13/01 Owner: Address, Including Zip Code & Telephone No. 3229 SHAWNEE DR. TREX COMPANY, L.L.C. WINCHESTER, VA 22601 678-8100 Developer: SAME AS ABOVE Engineer Certifying Plan: Greenway Engineering Address, Including Zip Code & Telephone No. Address, Including Zip Code & Telephone No. 151 Windy Hill Lane Winchester, VA 22602 (540) 662-4185 0 Z W W Z Z o ,n CQ 00 mt 62 co CO CQ CO to Z _ to ' I o 't x � to G ■� U y� T w 9 124 O Q Z ® J W a O EW-{ P" I OO Z O 0-4 0 W O W E--4 Z DATE: 01/13/01 DESIGNED BY: C.B. CHECKED BY: N/A JOB NO. 2168 SHEET 1 OF 3 M m U O 0 a\I O O IT cu o_ aD C\l jo aJ lL c 0 i OI 3 O 0 U) J 1D C\J / I.IJ Z J (n Q x a.a I CD aD C), / ,n ii n 0 D { ` \ 7 ' ._- •-rye i It It► W ! ` W It It z 1 { ! 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ZONE, B2 USE= 8I151NE55 63-A-112 L75 595 P5 57& ZONE, M2 USE VACANT HP. FOOD, INC. D5q;3'SP6T39 ZONE= M2 USE. COMMERCIAL ANEVSTRIAL _ 5.54°.3624" E- 7/3./9' I� i to 1 i�f 1t TM 31II-(ICI � RToeE� I I 1 ry I� `tl 1 1� t j 1 ! (t CITY OF NNU IEWER / I PUMP STATION PARCEL / I DB 4W PG 4W I J 6' /77 INV _ I '1!lM.PPLK °s7' 4 � TM W(M-116 RUSSEL.L OB 521 P6 123 � V, a T _ z z 5 0 L S. BADER No. 25704 o- o � � ti sS �� 0NAL 4:0, 0 Q w z J x W H �z n! w E-4 z !—i DATE: 1/13/01 1 SCALE: 1"=100' DESIGNED BY: CB JOB NO. 2168R SHEET 3 OF 3 III X I