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31-02 Holiday Inn Express (Foxe Towne Plaza) - Stonewall - Backfile (2)
GENERAL CONSTRUCTION NOTES i, The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other Improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County, and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities• Any damage shall be th. contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility 1-800-257-7777. 3. the contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall ® G be verified in the field by each contractor prior to beginnin the work. The Engineer will approve all cut sheets. in r e of the work shall be Immediate) brou ht to 0 0 ® ® o 4, er unusual subsurface conditions encountered Bur g the cou s y g � � m � � 5 5 y V the attention of the Engineer and/or the Owner. v 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to fhe permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. o All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation, FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines ore to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick Coun Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. �._/ 4. The Sanitation Authority's maintenance deportment is responsible for the installation of water meters through 2" in s ze. Before a permanent meter is set they require: ) the frame and cover be property aligned with'its meter box and yoke bar; 2) the frame and cover be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4 all components of fhe meter box "assembly+ to be in proper working order. It is the developer's/contractor's responsbili y to have the meter box r sembcesithat connrrt tty. ® ® ® ®Q RESPONSIBLE LAND DISTURBER: 5, For wafer and sewer services thot connect to existing lines: Q a) The location of the service lateral, is4o be coordinated with the Authority's engineering assistant. An application for sernce must be ma a and fees id before work wdl m. b The Aulhont shall famish and install ; r. 1, r-.,.f<; ,, „>::.. " PD hnn ) y I a a s y f y „ .> •tic:. , ,. g`, all 5 8 3/4 and 1 Water services. c For i 1 2 and 2 servces fhe Aulhont shall make the to and bnn .I. %.,.. ,• r r,: +,.. ..t, a r , +'1 .� , -� , rr rs ,r i y, the i m Eo the ro rt Ime. he contactor is f!o fum�sh and mstad the meter vault assembl .The r:,, . t: 4., _ �,a,' { PP 9 Pe Y Y �r .. :3 �' / "' 's sl t.' s- "e ,_ t Aulhont WIII mstalPthe.meter. d The Authors unit install all sewer laterals. f ,`:,,. ay .,.. , ;.. , Y 1 ty r .. ., ,£ � {:,F a y , ,:( �, CERTIFICATION t, -' 6. When an exisbn water mmn Is to for the installation of a new hne. {. r i < , l+ �`, I >a ,' 9 PPS 1 , ;' �Y :.,i M 1 x:, y r. .,..a, r.., „ {` a The Authont shall famish all labor and•matenals to make the to . b The develo er contractor must: 1 make 1. c- d''r'�? t ,: K,, , , r / O f t, 'x ,.. ,.r;< Y,n'.EvJ Sf n>?: i..., r, (,.. sir rP 5.. < T y p p r.:: t .,.,., .. r.: t 5= c: y a hcahon for the to 2 de ostt before work b ins 3 mark the location of the to 4 make final ent ! ; r . , : :-h J„r as. DA P P' ()Pal P e9 ), () P' () PaY+n ( r' ,� dry K t, f. 1 t" .; s. f t : , ' f , �: . Q ;4' Wflen the work rs coin le ed. <c r' t r 9E h f�:Y , i' ', ! �i $., t �: :�' ti , t , r s , . ,,, f - >d, ,,c P 1 a. 3'S;}.. is P rf<; a, 1. fF ,.i ): a ,,.t•. , ., ryry,, a-. ,.: {, -.. .�,; <..•i ,P. :.:, W ... .I. gty .%.r, 6. c 7. The contractor all be m a new hne to an ewshn manhole b core drdhn the manhole. ,,;,,,r:> �.. .,� i ', ",v 9 Y 9 ti t, r. o-, ,,,. ,, f. „ a r, r , f � , TH R PNI N ITRER 8. An water serve a hne must have a ouble check valve or RPZ backflow revenbon assembl as re wred installed. - - y '' fa - ' =, +ra . - , f r . • r ' r•., t E`". ' Y d P Y g ;�:+F, J >a E S O SB D ,:, , -t:,r ., t i ,A ., • �.n ; p ,J ;.: ,: •.,., 1. A �� �.: .-.. _. .:,.: ]a •.r,i .., i.,' .. .x 3,V\..: I t,. i. it,., uL` The assembl shall meet ASSE standard �. 1015 or 1013. A remote readout is required. 'r . {, , L ,' a, , 9. NI fire Imes shall have a detector double check valve backflow revention assembl or a RPZ bockflow revention r:, �',•, „4 ti, ,.,. „� ,.. IS THAT PARTY RESPONSIBLE FOR P Y P ,t.J a c ! t r >, 1 .. ( ;.: y ,1 ` ,,.. .r. w t �, „4 �, y, , a.,. r II 4 r r r • .t . a :' assembl as a uired. The asse b sha meet ASSE standard NO. 1048 or 10 7. A emote eadout is r u ed. , . ,,., „ ry, ,.,:• Y q a{ ty eq a' ° : " i-s•tl 1, I y a: th f)fs L I, s 1 J a X ! .r '`w.''' } s....' 4. ,, `°..� > 't1 ,.s�fii '' +, ,(t� ? ' ,.rsLs-;:+ :}: �J vt i EROSION CONTROL l CARRYING OUT THE LAND DISTURBING f;e; ,.� ". iy - e t r'._, $ ;,4' •.,- ✓R if.� �t t Y F.. C -t- ;`may ?r .....; 7 t \ r 1a , r q ,.. ... v:,_.: a -.. ..,_. ,. ,.2 , :; ' .,x, F, Gr.. a,. t t .`.+. ..,.ro .. i� <' ;'k,..:.'s'.� :'r i - h•"'. 2 1. A Land Disturbance Permit will be re wred nor to initiatin an site work. This ermit can be obtained from ,_: , � ::„ -:r s. , , s „ , 7 i'� r n ,. ,r ... , R'r '.s Q P 9 Y P i z, . F edenck County.{; . i A p �p - _,,..,Y 'u^"' " f ., X ::Y t. J A.t7' { L J^:t tf4. - °'gym`...`.: e,'I- ,,. .): 3.;: r i !, . , , . ' , .r ., . .1 2. Tem ora and rmanent erosion control structures and methods to be in accordance with the Vir inia "+.: 8 :: ?,, •'., -. i e,,: C.0, ° . ,, ,.. a, ry . P� 9 pro,«�},.i� , �Y p Erosion Control Guidelines and local ordinances and to be utilized durn the construction period. $ ;'', y::, - , . Y �y ,. ; 9 .,.d... 10 'i '». 3. All erosion control structures shown or as reqaired Bunn construction shall be continuous) maintained �» ; "" �•." I , �: rr - I -_: , 9 Y ... , ,, .., ;. �" I ,: ,t,� . r a ,,: 't hr u h ut th ere d in whi h r a r n d. A ion t b r o h v n I `_ , ' � :, > m -"> ;,'-;t� �- :- �" :. '' t o o e p o c a e s a e de ude reas sho o e surfaced a e t a e sto a base insta led g - r t x 1+' ,, ;, - �;.; t' , at the earliest onsible at fter establishin r de. No rea is to r m 'n d nu ed for m r th n al n r -, .. t A<;. a ' .r . - r r .. +, <: r F P B e a g g a g. e ai e d o e o 7 c e da days „' _�:-�'. ,`_o-x :1 :,. ;,, 4?.•z.�.::..'! "S. t -t,. F . 'C t i Y l.r ,.:!f+r: t a y.i.E 1 ,/`� r ::,, . - a .,. .r _ when construction Is not m ro less. , ;Tz ,. a,,.., W � ° `' M11 P' �, r ,., �. ,., .,,?: i^t .. ') n.,,t'f ., :...\ .X:, .:. ¢). ,.r , 1 av; Sr1 `.�Y. :,d,; +.. .,:D , ti :=b7 IS ,y:. 4 f� fit.,' S' em ". tr , ?,,, l,l v ..., li ..t, ,..; . 4. Contractor to clean up and restore disturbed areas Immediately upon completion of pipe -laying in the affected ,,; ", 4 , ':,; e f,,, , , „ . „ tL t,,,, , , z: , < ,,,;,,, , .... .,:.` ' . «..l sz.,, 'a ' S :r i f" t s { 4 : rr , i =" f S { ,tin ; tin - area. r ,� :, (�f aP l r a t S aft ,.ti: » -,. -`f- -:.,E' - 3 ::+ .' ': r� n s:. • .He.....-dk it::?i:. ,,,:. \ R .. i. _ 5. All un aved areas of the site which are disturbed b this construction shall be rovided with 4 to soil, ?` ,. ,,:.,, 'i ,, q., :'_ : . �; r ,., cs� , r< f_; - ti f , :Y. 's:. ., f- - ,. 1 £ t.;,.:.,,.. ir•..°f :, , , ^:<-! ,,. _err a : ax.. y- >'t. -, ..f: .. r i=,P . ,,`t:,.... ,. ' 'S': ;L.. .� .. .,5 . ,!.- r, i! - 1 ...i, . 7 .::� .S . ; X .. ¢ .: ,t. . „ , .. .. - w :.._i ' .•`. t^ .1, �.,. s fertilized seeded coin acted a d mulched. Seed bed to be watered and cared for as necessa to rovide a 1 .- _ -..4, .. " i. �, ,,'•, r.,,r,, { .,., ,., ,_,. q P n ry P r„ _ t r € 5, w..:,.... ,4,. s:. ,. ,: S .. ,,... 1, . - u F.,_,.. .+L i ood lawn ualit rass cove . Areas not raded shall be disced leveled and seeded to achieve lawn conditions. : : ,:,. 1 r a,,, ,4 ,;. F , , .� :� '' .: ,_ 9 9 Y9 ! 9 I A f -dl4 S{jI®I, b '1, qg 1 ':.': i, i :�wi i .•''F.:,rJ`A f r P .l 4 ri" t '4.. ;:: f ,s".. FIRE &RESCUE , ,1 _ T''- „" 'tom" t 'E+ O v 'e ,"'tt f S. i i r s�`i.'b t "„t . ,j -fj- '4, , ,. !Ce', i ' f."f? l,. T-� `r' ',. ;S•'.l. ,,. .1 Sri 'i�', ?1 i , i Y. 9'f: . a _tY �.�'... . I d ... , , :. rri ,L':' (.: ,. f i ,i: ,. .. "e'. f 1• ... "N �M1 1 - :, ''' ;;;yyy,,, v. Stu 3: ,:' `.. ,> ,; :: '. .., ,k`,: _�. :.,8 r.:..• 1. Burnin of land clearin debris re uires a ermit from the Count Fire Marshall. Burnin of construction debris on site K, r r-.,f,, . ; , F v I r " . ,t a , r _' , ' _ , , • , r , . • - 9 9 q P Y 9 3' : , ,�r. „.,:,:,:4>.:i tr ..,:115w ,, COVER SHE^�i is rohibited. z ! a i. (� w '., s. ';'� , t, ':' , w`""9•' s ;`Air.-Ar t�s S'S �,43. Ids. d � t o �'C t a P f ..:a I a'. yt k. < , .(. ^i , 5.,.. :. fS.#4sHl ` : . ;. �:F - - st. :„,. .. ,r. gyp_. . !�. ,�,,. n 2. Access for emer ency vehicles must be mamtmned at all times Burin construction. Tem oraN street si ns n, r.• ,r " :•�r" :t ,,:r' " f ::., ..., - x.. _ , 9 P J 9 1r ::.,:: . rt , ; 3! , l d 3�. r Eyy✓,., a � w i. � , . x- J L ;:. . a y gg e-.. , : .- d f * r 4 _..Y y , ra 1:-` �F i.,'r must be ooted as construction be Ins. Contractor must ensure that arked vehicles do not impede access to fire :...,. 1 :,,,, r r. ;: 9s .:;, , :. . +, „9 ;t " tr P 9 P ¢ { a r:l KEY MAP d ants. Fire li drants a e not to be obstructed at an t me, �r 2 Y Y Yi' f P i „�, .'b >rr <, „i f s ', r r"•" ) i ? Y t, 6 b i f N a, 4 l J VIRGINIA D PA�TMENT OF TRANSPORTATION _ e r� - 'c E 3 s I; ry (:9."� i f8 .i 9S. i , 4 f i 5r i- �. ~ . . .� r .., ;' t.r ,;5;"'+ , e: 'fir, o ;. :_, ,: .< -, r._, ,. .n• +, s{far ,*> A II r the r e h II onform t th latest a itions of the Vir Irna De artment of Trans ortation VDOT 1 ;>:.r„ ' f t y o . +, .e-'." 'V ' 4 `� 3 IT ELOPMENT P N 1. A wo k on s p of ct s a c o e d 9 P P ( ) r-�" ,�_ > r..:_,. r., �, �� 5 E DEV LA .,. ,. ' r e .. ':, :: '.<, ( - y {, a.. .. °'' 1 if ,.. i:q. , z"' a...:. Road and Bnd e S ecifications and Standards The �r Imo Erosion and Sediment Control Re ulotions and ony other :.;. , ,•, ;," � . .. • ', r . ; , r, ,, n ,,, z . ,, ,, ; ti � , .. I. . ,, ,b _ >,.. , s f r :e o I al re ulations licable. In the event of conflict between an of these standards s ecifications 7 Late, ede ol. r oc a p y p 3 t r 3 a rr �. :" -,,f' ',f.d -t t .G. -A r, tr .v Cl .% `, :i` r, - , '. -:am `r rf ..'- ,� r .R :a i'< -8. ri K';, ! t: r• s 'i t I. K, r n h m r nt sh II v rn. , U € 8 r n, o la s, t o ost st m e a o e �: R ,,., P 9 9 y t. 1 `. i,: s f, ,, :. _�` 4 RARING &EROSION N - .� ....., ,: ur...: ; k , r, 1. r' `, G CO TROL PLAN _. .,..r. .s a- ,;,,:t. """ t..,.,. t aF.k. ,LP,`, 1. ^ - 2. All construction shall coin I with the latest U.S. De artment of Labor Occu ational Safet & Health Administration v._. , r::. ,., :.< ,.. , , ..,. :. ...... ,, �.: J .. �. a. Y� , ;:F PY P P Y 'kr•..r . 1 ., k 7 .: f :r .i N ti ,;, 1F r; �, u < and VOSH Rules & Re ulatwns, k s d N-4.�, 'j` TM y , -.ra.'ti. - a. f, '_t I ,',. 'L 1 'a >'1'" .. . .. P Y..: ., r£ , .a:::' a , „ - _. : ,, ....... ._ ,.r.-:..... _.x... ,Fw. .,, <. , .I„ . .,., .. -, , r , , .. .h ., .,. ,. ,. ..,,._. < ., I. P.,,:... ,...,.,r. ", ., S,'. '' . s l+n 3. When workin on VDOT n tit of wa all traffic control whether ermanent or tem ora shall be m accordance ,_. „ . f . .. } ,, rx „' , , 9 9 Y' p ry, ,� I _..: t t:, fr, Y�,:,r S i 3 ,.J.,. •,,..:.rr? r N- .3. w,f :., .... ",...� r 5 PR FI S & SECTI NS with the current edition of VDOT s work area rotection manual. Furthermore all traffic control fla ers must be :. , J. a r., f, r";":.. �z , r ,` ...r: s.; iJ, - 4., .. r:.... ... ,,. ...P :- .... .r 5� ..c., :,_.:, FS•, .. ....2 C. 1., .: :. .or .re ,.. /Y -M^•'. r. 'k. >. ! �4 '- 7" "' .-,� a Yi : -...t , I ..1 ..Y s.. S ..4,a tf,..... ,:p .t, ;na,'S.><„ ,�. .. l". ''' t,. f certified in accordance with VDOT s Janua 1994 or latest edition of Road & Bnd e S ecifications Section <. , ; , .�, k r�:.f > , , . <. ry, ( ) 9 P i r ,,,•;i t,;V a �. S,A, �;t hh Y.• yx" y'rry°:i t:' s n �.. tl, { : / s . 1 , t, ., } S� ,, s!::. , c:: a, lrr.... t. ,, ..JW ". I ` P :'.±.." V3:. ,W III v f. 1 ..l.F '� %4'' ra Jr -i. ,f'f', `�,'•\t :j�l 104.04 C. ; :. -, *� , .:'" y. d :P. r JJ >' r+j.' a' sal -}, .�.: C+- a '::s `d „':L•F n r:;! � ;m., rp'' 1 ,ss :a '. °# ,,,: -.;;' ,. , ,r�.. t 1 .t� i> . 9'.... r. rti, r' ,�,1a J ' .. ,.. ,, .,.-. ., ,,., -,/-1 S .,,. ...: t:: 4:t... .,. t. ,., ,,a ,,- .: { q^,. ::'. �' n, i�u':a, SA .., .'i^g-,., e 3'... a ..:..: `y.:. ..^ : .a ,.,..r ..?. t _ . -,., c - f ... !, a .F i t '< :.:,, , .1 s.:.h , , ,ter' :..:o >. +a R..:: • ' , - - 5�`.:..,,. ,?e. , 4- The develo er shall be res onsible for relocating at his ex ense, an and all utilities, includin traffic sI nal, . ,. Ft ., .. e. ¢: 6 MISCELLANEOUS DETAILS P P P Y 9 9 f ,P„, {'...�tx i r: M r ,. `� >�:>� v s '. !' r ":] : } r. w a..9; r.-m ., ,xw=.:`.l , , 4:."� '.fe. h „'Y ..r a ..,. pales unction boxes controllers etc. owned b V.D.O.T. or rwate ut�ht coin on . It is the sole res onsbih of r ,r. "< » ;. w s .,.: rip,,. .. , , , t f x - .. . Y. ,r{ ; 'r, z,., < ,,:. a,...d: : . , . .: , ,..� s ri' : R:''•V' .' #,. . t, r '1..: r' f r., 1 ,v R . ::'r• t .'.Y P. :. q , rl, <+�,. � V .'�r i G r,Y .. the develo er to locate and Identrf utiht facilities or items which ma be in conflict with the ro osed construction F f. r, ?, , i ,r:. ..�,., _. ,, ,. , Y Y Y P P _, r , .r , l r p,� 3 .,:,,: .. �. -:, li: :Y..-.,:.,t r( s f''. „ A . , .„:,. w ' :�.F' "f ! . - ? '' `� ,. I'Q ,Jt .,"i, i,.. 4. , ?.>i pp r,: :. :.,:, actiwt . V.D.O.T a royal of these Ions does not relieve the develo er of this res ons�biht . „-. . ,.,.•. , i> : ,,,, ,,, ._ a F ,A t: rr � J . , ,. "., Y PP P P P Y ,, s, >r . R{ :• y 1; f + f �» # r I > •/ "".a . : - �. t e.. .., ,L Tr, t , .< :,,9.. +-.: ,.t"'.„ s ., ... .� ti : - r ,5.,"#' elf -;,t�' • f -;r 'li. ` - i f r r tin c n tr t sars or to r ul tsars control and safes of traffic a b sub'ect to Chan e a;; .:. ,.:_ a. .,: 1 A -,:... , .. �, „ a. >. ;,<,r.V� t t.< ; ,�., ;,. •`,,. , ,r ,. 5 Des gn eatu es e a �Q t4 o s u i, ego Y 171 Y@ 1 9 } §� ":>-.. : :.... �. :.r. -� G,: S.. .,, : 4 .,r h f.,; r,s , i .,. ,s..r Cd"l:,ii R,:.: ,k . . ., n. •t. i� �:`,. f .tat. '` ` s.. i as deemed necessa b W01. An add�t�onal ex ense incurred as a result of an geld revision will be f-_;;e , , .. , t ,._ ":. ,. , ,4_ ,i., ra .., .;; �s .,, ' _.. < s '" �t �. ,''1, [ i .q' "xy;" ..^n a� .^, :3fi ;.;k,+ hm . 1- ' p :.. as. ,t yi:. aR,i .5. .h f' res onsibilit of the develo er .: < r ;, �,, p ,� � f P Y P ' air ,',:... ,..-,, �,v 5..,f.. S b' ,,,'.t '� .:y J 1. Yta '+w° ,t Y.'t e i... �.,.iy } . .. .. •� . 1 ,- -, ;,... c: 1, t _ ., c.: r ,. ,,:f yk, %e . 9'.v, w'r ;. ,- }t '.. .!.7-. ...x J , o... f )• C .r a,. Y k a e•. k,., -6{.' [,.,, -.'a' , " .. 1 3 .e.. A2 r7. ,.• : c,., i, _,.,., ..., , , ,..5, A . , - y.,.,.•. ,., , , w : a . rti ., , ..,.. .. i ...: s, , .. � ,+)+. - : a> w,. ,. , r,' 6 7^ fir: ;fit` r.,'s a e'`+\' ' ,;S '. 6. Prior to initiation of work Contractor shall be res onsible for ac uinn all necessa VDOT land use ermits for ; :, .._, �• . r, ,,.. . _ yr:f, ,.,:.,, `,� "�, =r/>„. : P q 9 ry P k Aj F I -> :•.1..7 �la1S•!`q:_.. '! r�.- y,,., t ,r&rf, k+ F ..s"a+ } roiF§�', ,;' r h.c;: tlita ..QA,- s. ,t,. t C.>l :C. °:i` {•.. 2 .t' 3. a •� J: Y,i"4 .s } £ .{,- rC� , z R-E .) an work on VDOT ri tit-of-wa r �: _,. a . .� ,,> ': 2 g} .h, t,.. , , f'. .:. 7: f?. S r:.i., rd M.. ,`7 .e_ ,d ,•' .!..'n4 .�'.:9 ...1 :,; .. `� 4-nv,`� �;i ( ::,.P. > : . „d s.. ...4 !, .t. :<„ ,.<>1 b ... �s ..e'+r9 , , x :+.J .. : r, .h�.g,,, 'v_,.., i 7. If re uired b the local VDOT Resident Office a reconstruction conference must be aman ed and held bV the , : y=�.. �{y' b ,�,,r z . ,' ..., ,. ..��!e". q Y Y P 9 J " " A , .f Y( , ,}'e * A: { ,�, •t r s; j Fora \ . 3.Y„r was r en ineer and or develo er with the attendance of the contractor various Count a encies utiht tom antes and VDOT ,"..Y ,._ ".., kil:'' Wry'- ,, -iy-�,. ,. - ` _.�•.�c. ` 4 9 /. P Y 9 Y P : t } r ..�' Y ,. ,, ' , 7„ x �s .*:� r :.� ,8 ,,.. a W f ( I I ..: r i' , „ :.. ; ;� t!f: °... 'r,` ). t,'A:a fit i y .:`"` _, " v: 'S", k,s's'.: :- iZ. X . ,1,1. �t .r'r� I% no to m t anon of work. . , ,";... , . -. _ . i s ._. 7 _r , pi� wN�. .. .± ., „ .:; ... : { . MY +. f . Jl.< 7:`t' >y .dF :kr;: +',> ` ,'lye, i �,-" ,r.' ^,..r :,=3 ", s, j c._ :qy Y y ..'.„- , ya 5. Y ..7 ,F, _ 'S.f,.•:?S f. -{.. Y'",j -... r ,x :'s.- f '" ,... ;, Contractor shall notif the local VDOT Resident Office when work is to be in or cease for an undetermined . _ '= .: r §',, r s ,T ,, .-.,' ? „ : � . : s w,, + r . '. r wts,.'a.`t , :, •" ,, .. r .;..;, '^; n , 1 ,;".F'..V 34 jk. tF',r 3;} $t,•'t + -:Sri' f y.]n y./ �y.:.-. '!++.. .': ,i."e r �.'-.'. �..>: ,:i , }, ':�,i d,',:. .,,..: f::� ,'. ::•... fi ..'.t ,.J, i. y ! _:'W . ,( .�f•i. y r t,, J. f. a : , k ,,.. J a ,eY f:� ,',: y 1. . # +I ,,, .,. ten th of time. VDOT will also re uire 48 hours notice for an ins ection. - c . ;n x.�; ,y,,,., d .v , ,i ,,...,P.:,, Y.^ a� „>,, , , , r" , x t,,. ,, "r,i t .. t, .;y:•. ,,,.. 5� ...,. .K :., ,.. , .. ., 3 -,.... e e .-. •,.: o , i.. .. :4 ,?i., Y, r� ..... v i :.,.�. .i: , ,.,, 9. The Contractor will be res onsible for maintainin ode uate access io the ro ect from the ad acent ublic road << ro., " .., r v ,� -< , �.E w . „r k •, , ;,i' t:> �, t'; P 9 9 P 1 1 P 4 t , ;a .. s f tl1 r k�' _+*r 4� i.,. r :a w PPa `:-ik ,.. a' t 1',`:.. sr.,.;... .a - ',,"1 .3', >rr, 4, t. t.. A-r ,. a5.atria1 wa throu h construction and maintenance of a construction entrance in accordance with the �r inia Erosion & `r`' a •`, rr s ,,cr-- A., .,r Y, g jr .r rsp . _ i , k &;:; 'k,{, X a ,rs ty a . g ti g 1 , :: I- 5 . ' 4 f .Sci-fi ^cs4 4 ... . _ 't _ a; a x t Sediment Control Handbook, Sec 3.02. Furthermore, access to other ro erties affected b this ro1ect shall be .,,, :: , , . ,. , „" ,, �', ;,; .,, <,# t • h zr� d x P . p y P ^., f,;._ \ ::" , , +C A ,,, w, . dtY ., Y,= r f 7( q '.a..F .,r'. 4'.Pl r. 1 .. ✓e: l.^ ., P .. a .X�',�'' R-? `a" i gr'."rf.. ,y. ,.. 1 t4 .. (" • { ,(s .S' 4'rk,l. : x r=' L. :.. 9 a F q '; Caz . �[ .,: ' maintained throu h construction. The Develo er shall have within the limits of the ro ect an em fo ee %' T , ,. �, .. ,i .?r� .,. �., x �. w, y..: , „ ., .... f p,, 4 ..,, .. - "r -:.,r „., - ^. o, r't: - '.s•.' f, s".* ., Y Sf`n b•�.`.'[a v I : '. 4''t '.: C: " r ";,"'e' �q ,. .....:: ,�'. a,rlY+. l.t. t... ... .�.'4ht .`� 'ST Y.< ... ..,.. e .,4.1sx• .. ,r,. ,. _.. ,.... -... gg y R :.,: : ,,,, '�"� : S a : y` r`A_ +T.r, . . $ • C { , r, , :.: a certified b the De artment of Conservation and Recreation in Erosion and Sediment Control who shall ,, � . .r_- 2 .,,. ; A , t;,y ,.x,.. y a. .�%i .. ,..:1':-.-:'-:<�;.i i.',� I-t^�.'`�,d f. ,,. Y'.,.� •. , .. 4 '%J ..,.. -- xtl..$,+.`� ,PA}.lh`�,L,F,-. vSF,>V`.��, „t.:z a�rv.a:'CYO.ts..-�:.$�Nlp'•�.�...>:'t�"� s:c.�. .:. .._t,,,.x.. dw'l and '. ". �...,--",L:. ins ect erosion and siltation control devices and measures for pro er installation and deficiencies immediate) r 7 T after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. y Printed fr0rn 1 � P I � , �ITt fldflowr,i t f � liGt1orl S 'IIIii� . tO dJ. L a 171 OWN E R / D EVE LO P E R 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of , ,�-I VI op construction, K RA FOOD SERVICES, L. L. C . � f ih All water and sewer lines within existing or proposed VDOT a? co fli way are to have minimum 36" cover and, 1625 APPLE BLOSSOM DRIVE 1P when possible, to be installed under roadway drainage facilities at conflict points. 12. 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 LOCATION MAP T ALD A. MISL�WSKY, JR. Z by the engineer and approved by V.D:O.T:` „ WINCHES I ER, VIRGINIA 22601 NO. 020674 SCALE: 1 = 2000 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement U j Z, of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained PH.- 540-665-0405 1 / > 103 is representative of the location,. When soil samples are submitted to private labratories for testing, the samples l shall be clearly identified and labeled as belongingg to a project which will be accepted by V.D.O.T. and that testing A <0 shall be conducted according to applicable V.D.O.T, standards. pp �`� 14• All roadway fill, base, subsurface material and backfill of utility storm sewer trenches shall be coin acted in 6" (j 1 S�ONA NG\ lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within lus or minus 2% of A P R I L 2 6 9 2 0 V 2 4 ' Fri g � S optimum moisture for the full width of any dedicated street right-of-way. At the direction ofp VDOT Inspector . • a'aG 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. �ry 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where _ ; l ` q �J � :1 determined necessary by VDOT Inspector. £,t ` " 16. 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. ® ® Approved by Frederick County Zoning Administrator X11VED 17. Prior to acceptance byy VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall Urt ® c1 f ®r aS' with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum _ j JAN 3 2003 of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this a Z 03 list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding FREDERCKCOUNTY sign material and placement. Site Plan royal Valid for 5 Years From Date Shown Hence Date PLANNING&DEVELOPMENT 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices �+ p ® c App for materials within any dedicated street right of way must be provided to the local V,D.O.T. residency office prior to acceptance of E� Ineer ® L11d 1 I���✓f° ® 6J rVe�®r the work. Unito and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified 200 N®rth C8ttiler®� e7t. compaction technician shall perform these tests• A certified copy of the test results shall be provided to the Residency Office. In 150-C ®Ide Greenwich Dr. addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the FrederickSbur Vlr 11118t 22401 �i11CheSter, \/irgihia 22601 construction and testing of the density control strip. ` p� �^g� g h 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Speeifications PH®NE• (540) 398-2115 PHONE: (540) 667-2139 Project Number° (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction F!-�/�• (540) 665-04�V technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In FAX: (540) 898-2115 ® ' e h f addition to checking stain depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the sheet Number of construction and testing of the density control strip. ,r 21. Approval of these plans shall expire three (3) years from the date of the approval letter. ` 22, CG-12 Curb Ramps (Persons with mobility imparements) should be constructed at locations shown on the plan sheets or as REV 11-13-02- PER PLANNING COMMENTS- J.D.S. directed by the V.D.O.T Engineer/ Inspector. REV 01-02-03- PER PLANNING C01�IMNTS- J.D.S. v -i z 3 25' 75' 25' EXISTING HEDGE AND ENVIRONMENTAL DISTURBANCE SUMMARY z TREES TO REMAINyaNV.=834,84 EX. WOODLANDS AREA -- 16,222 SQ. FT. w, PROPOSED 6 FT. gyp°�� _ _ PIN 42-5-C2 ,� - WOODLANDS DISTURBED 3,882 SQ. FT, C EXISTING VEGETATION FENCING `' ` _ ` . µµ LONG RURAL INTERNATIONAL. LP. _ Cr TO REMAIN m RIGHT OF WAY 25 25� �- CON -..,. w `-� ``"" �`'"`-" ZONED B2 PERCENTAGE DISTURBED — 24.00% N � FOXRIDGE LANE -- -- � `c "----,. � `� - - �l H `,� . USE: CHURCH (FORMER RESTURANT) EX. GRADE -- `' -- _____ � v m m �, '-",,..--�L ...,�_w-�.,,t_ �dE�T:�!_ 1�i�T �. --_ / w m --,, �.Z,' —> ,RAFRC LID a EX. STEEP SLOPE AREA -- 11,850 SQ. FT. Q Ex. GRADE - � �� -- ,` r� �� �` STEEP SLOPE AREA DISTURBED -- 21868 SQ. FT. '� FOXRIDGE LANE z � FUTURE DRIVEWAY �- -`-. _ -- .�_�--`�.,, R" -�. _ PERCENTAGE DISTURBED — — 24.2% N `�, AND PARKING ` : - G ----� ,� PROPOSED GRADE - ___. — �, N METAL �.� R �. -- — — - 47 `, .,` ASS ``-�•,ti .,._ , P PROPOSED GRADE - `' `� _ - - - S s -`` BUFFER &SCREENING SUMMARY M . _... INV.=828.42 `,�> SP U. S. r ._._.._._,. _._..- ff s;_---" ate` - ; cny SECTION B/4 _PROPOSED PARDNDRIVEWAY SECTION A � .� `'� -�. ' . MerA� coAROR�,C `'~--� h'OCITE S r .,, r„�{1ONI ll)t-� , fly �,?!1l �) ;,; _ , ..,`-O ,-- z ".^'^.....,,. 11 "`•,,,,..., ",:c,_ ``'�..,, 22 1 PR,,()fY`.+�J 7j",iC Il.r.VP...i,'ri z'fRl , -I.- AND--" `-- __ __` o ��. DRAINAGE tSEMENT REQUIRED. -,_ °( -oF P 5 A, p HqR/;,q � %'r/� _......_ _.v__.._- _..-...4_ _- -� v_-.__-_.___.___.._... , -- � LEGEND: SHOI�LD LOTS"BE., DIVIDED. ``' �q�fiMENr p°Sr�bW/bT, r,ej? `` �- r , a SpF �j N p� METAL ABBREVIATION DEFINITION T`.� �_� t-�..-_..`• ----,-I-- _ T - Fb t/ / �(E ----�-- UD 0 o CL. CLUSTER 'CMF "�- _ % N SANITARY CLEAN T `` r;.� FXIST CON ` �� ON�C' `� `` a CO SA LE OUT . -I.... J µ _ _� .._� DIp� '- CC W4q GA GUY ANCHOR S-`-�---`` "'`,-,> .. NC ADJACENT BUFFER INACTIVE ACTIVE SCREEN OWNER REQUIRED BUFFER BUFFER PROVIDED* PROVIDED PROVIDED SMITH B 75' 25' LANDSCAPE FOX RIDGE B 25' 25' FULL I -.. ,_. _ 6, Q , `o.- --- , � CURB CMF CONCRETE MONUMENT FOUND %�,. ,�, `,,3¢�„ ,-- -'.,`-- � �-� & CN 0 r :�,� part , fs O "� : �� `"~�-/� ``` _� -� -R ��r �f tl spa *ALONG BOTH PROPERTIES THE EXISTING VEGETATION IS MLP MEIRF OTAL ROD LIGHT POLE1. UND ;.1 I:t ; /, QO ; NO `` ti -, �� `"�'-...� ,MSPo �,„, �- Sit.• c.. MSPo TO BE MAINTAINED TO MEET THE REQUIREMENTS OF THE ��� '' RrN p �� � y ` :- -`- _ LANDSCAPE SCREEN PORTION OF THE BUFFER. MP METAL POST S ` '~ •, ` MSP METAL SIGN POST �gN �0 19 � y `, XA I , `, , r �� .1 . !� D _ `t ;-! F ��� ' `` f� . MTP METAL TELEPHONE POLE P' ��S ,, / �1..\ �,;et ; j Yam` -~ r �'�-- . -� �� '., /IN •�, SANITARY MH SANITARY MANHOLE A �P P�- �Q'��'« �' `. �, r; ,'' I' l j ! "`` 11 -` =- - WTRB TELEPHONE RISER BOX �\ G�' \GQ ,-\ nl 6� `; ` ... w.z t' ! i /i u ' -� �INV.= 23.11 ` �6� RAP P(� V ON\. OV 1` f i>�� Yin �i F�>.. C V CJ -_ WM WATER METER �c�\ . ,,,,/ . �, � �'! ;\ � ,: _., f ,' � r� � 4 ��l/ � /��,lzl I i p �' WP WOOD POST Q` '. ' h 'ti / I `' ` ` l `'^ «:� , f t+ ,>.,... f,1 • • f I $s�T - I I RCP WPP WOOD POWER POLE �j�' ,y'i ,,>, K, �s1! E �� rr'?C' "tR� ; - , A fie. / i'i 1 �a r�.:.. a -ems i,' ,'�4 �j r a• v WSP WOOD SIGN POST / `\ - 7: '-• ��,� ' ' , ``' Y. , �l sz ,� �\ hJ , ,� WTP WOOD TELEPHONE POLE �,__„� ,� NORTH POND 3 `. cj 1. 2,w , i `. �- �= . � �_ i. ,.2 N ,� / / it i A" , r � v �.: j /'/ LOCUST SS�F �r �� T► r \ i.,:.. ,'4� € ! fir,,,. , - / 1, y' t4 '` � '' f f FI OQs,� Q O O / 111i'- ® I ,t f f���i ~/r•�rjyi"_a^ ""^.., -yj, f '"",•��;:'„ 4: ,�-'J- MAPLE �� / !�. \` _• 4,:.., jj �. �, EVERGREEN G \ O TREE J� Qx P 5� ,i,' ;,jp�"),a �'.', fi j „�`,�, i•% r' -- f O 4` vw� wv`� v ,,, , ,. 1, l I \.jRj � ' h ; - - a'� f ) i f a �' c x% � `,fit c� rfr 4{ p PINE `.F�`Q �55 �t�Q �5 \ �'� / -' I � ik; v :;;j, "'` �vQP ��\ G �G C�0 / , ' EXIST. GRASS 1s, . �< fe. a ! "'%ws % $/ x (830.0) EXISTING SPOT ELEVATION S'<�.� �O G,A<<, \��\��G\4�• % / t j1r r i ; . ri/ �- $3EXISTING CONTOUR ELEVATION JP 5 *0 P`� QQ /� s w:,,_ . J 11, l . Q. ~s f \ lam\ \ -,4, •'' / ,. `'� j f`r f,b Y +�j� _ ,F� / - �j q \ O•i �" , / '.::. t _ !"t. i / SK lP yrry lj l h , F f r (T, z' J" ;' I 4. 5' I I .O' Qf:,m / t p ) y,,{� •^,.. it ( ,f �y i _ _ , 1' i a f -r 1 i �z, \ 1` � ;�llil I ,,` , , r t •....,. + ♦ WALK 1 EX. WOODLANDS .. i` "C i'p' , i ,"'' M r T I . I o `\ /- j o Q ; /�. __fs PROPOSED CG-6 IC r (�, f . C y i 1 --. , V u:.z /,/ / f �r ) # ,i .,. �n•� `' - ` - F- ail �` , �V, • n ,As,'Y ,i 1� (, /` s Iti �� j . t L '`" , Y �N,.- cn DISTURBED WOODLANDS ` 9- °° >x SS: It 3 r, ? q ", '`> -i " x �94 , .'• _ \ J1 Ito 829.0 1' f� lfl � �" Q� ` 1j: - �/��� �f ` C' a L'' �, . f .,,� ,' p 1 Ir S° ; \Tn,• a/i 413 i' J/i� f ` �\f PI , 1/ - /1-I 1 4 1 'u'4i/- f ` t !� � I ".._""_--- _ ,4' ( <1 1�,, I �t ..a l �,_„ ,fir % �, _LNG P`1l/Eh1Ei1%7 FOR STEEP SLOPE DISTURBANCE ( �::} ,. ` ;. ; 1 �, \v b' `\ ,:k, {1 ") `�1 �- - \�`'v, " v-,-, .�"x „"*� f 4 �"- -- I � / LIMITS SEE SHEET 4 OF 6. 1 \ I Sj i' ,, ham.. _� i ' �%�=a } �`�' ' , h i - _ ' y �> 1` T �� f, �, , i., -; , ` J PIN 42 -A 196 PROVIDE SAWCUT EDGE l. r h �. r: w EXIST. CONC. BITCH _..__.1 i 1 "% r' ' l r :; r' 7 ' w.,.. __..__.____ ._ / ,� 1 \ /: a Y r -. r � P N F MATCH EX. PAVEMENT l- - -61 ° , j r° / F RRI ELEVATION. I 1 1. (r--"-�, i , �/ E S s% •, r' / ;- g"' i \ c ZONED B2 PROPOSED SIDEWALK - USE COMMERCIAL 5 THICK ON 2 21-B / ,qq f ��. 1' t" % 1� r' ° ', ,A \\ / rCr \� i `L' 3,jj> ��$j `-f �bCI /V/ �I fr r \\ I �If i"l D ? '� ,i } o , Q. Ae t A'i �, ` � V ' ! '' .♦, i \ r i tf {fit i - r y/ ' STOP *' e t.,. f / �� � % I-- f \ `h 4$ fa It \bi �'Og1 ' �oP� REQUIRED / ._.._..__..::Xi'Sltw' �.;,,r s;r A �' 1 / 9:, qq,�� �% I, r,` �� ' �/ Yj <rbA moo., ' %f, h • I� ij ` ��, J WP ; ' �•, l r h. `� B , ; t� ;j STOP SIGN REQUIRED ��-- j '{; l :' l \ RIM=828 �~ _ / r t,^3> iJ /' Go r` `� ,' l \ IM! 0 25.p PROPOSED INTERPARCEL1NIdCff,PROVIDE /�, Y': Q tAP f tam, ,, ... ilr ; h fay � 26 FT. WIDE ASPHALT SURFACE. CUIRB ANI%Y � .-. �, �; ti+ G. %' k /9 � . � f :. `� GUTTER TO BE PROVIDED UPON DEVELOPMEk -' =' )��}} 7/ 1,,II; 1 ---��I -, — --/. �\ i Q " j441 -", `�-.�_ OF OFFICE USE ON LOT 14. C p N 1 ` `�`1. �- `` / !'` ,' ) N / \ ` �; w. , ACC C R `. �.,., ._v,,, 1 f ` t�' / 1 r M / j!V / \\ ' \ �`` .` ...w yam..." `-- R o c- 2 I ; i �/� �' �'G� SItiR SIR C # 6 A� - °---!!!---,.� 1 I� /p ✓ = i`O x r�.p] \ RIAf-826.8Q �. F '' ~ x 9��� /� c lc \ �, ? \ INV. OUT=824.60 232� ti `'' J/' �.. l -s �. z11 / I/Z11�i1�,II 'l,i , IQ� 3 II� V/;/ n, y T #3 / ` FUTURE CG-6�-_ z t x , ' Y 20 FT, DRAINAGE \ ,� i G �\ 1 ... ; w- cn t \1 ALL TRAF C i r ;� ----1i ... `�6. i 2 7 A C . / EASEMENT \ `I o M P- _ f 1i .� BEAR RIG / \ o � `` SIGN :•i \ �; it i i I� _ ,x--_ TT\ I I � we? RiM=820.5 INV=812- ' Y I � � � � � � � I U >."�"��� m S� a o 0 0 N 0 y o ti ��� W IL a � z z mod` 0) c g w U U Q) 0 � <,- z @ i � 4, c, 3 z z (-S 1, R a a o W W q t�ia to O rL n_ ti cL a �--` C 0 0 0 0 0 E2 2 W 2 2 2 to to cQ to cn cn N N N O O O o 0 0 , , , 0 � � N - N N 0 ---- N n `v- Ln crw .+ C. 53,v C N N O Y V w 3 N(-� r� N :- 5 u j,.i . U_ Q •49 c ii i � O lL U uj c> 3 Q ¢ i` .5 j J m � 2 03 • t L N c c co a vv c O -j %" °° co .a � _ mo V i C4 N E m O c �,, C 2) � o 2 M 2) $4 W m 6)�°°� 0 ogaa -o-o VA 'a U I = O N W V � "a .i ill �3 Ip J Y O J O 2 w-' cOw w� � 00 mow a U /V°wwoo I , I r�rA v� I � I N Q I "r - - - ".q-1 __...-...1. ; I ;, \ >^ `` ,.� _._.. _._____.____._._._ _._-_I d ._' cam, �-30 F(. WAT &SEWER. \ ; I '' BLOCK .. : _ 1 !,:• _ ? 1 i -` �y MAINTAIN EXISTING VEGETATION I - - - - - - - - EWA M' '``' I I ,,:r3 CUMPSTER WALL ��, REPLACE DI-1 TOP WITH /.ir _ r / I *• O O I �' %ll DI-3A, L =4 FT. r E . AC SS ) i U TO MEET REQUIREMENTS OF THE ' `` I & PAD - ✓ •� ,i ,� ! a, / _._ .R( 2vv--825 6Q• .....-.a.,_ _ _ ch 4 . CATEGORY B LANDSCAPE SCREEN. " __ _ .._ _ CATEGORY BUFFER R E Q U I R , ; N �_. _ W - � „ - ' J ,- t , G3 _ _M _ _ _ . _- _ _ _._ _ _ .- ._ _M.._.w _._ __. 9F _ . �.._� ,> _ _.�rs_��-.��- _.,_._,._.-.__ _ r DB-`35 PG 1�1fr2 - r # f `.. 1 25 /NACTII/E BUFFER AREA /�'``, \ _ _ r ra F ,� �r __. 1 k 1 A .y PROVIDE 325 FT 6 FT HIGH 50 FT DRAINAGE EASEMENT �-9 5 \ I : ` _.,z _ `' _ _ _ _ - c h - �, r•. DRAINA E EMENT REQ'D.- . 1- - -. Ms `� I l; OPAQUE BOARD FENCE UPON REQ D. SHOULD LOT BE SUBDMDED Ms? .;; �:,r; r' ur+ v i i, ;' t.; �INV.=819 Gl °• 24" CMP ° t` ' E r" <" �` ' SHOD 07S $E SUBDIVIDED ^ �; >} ,, f - INv 818.83 �%'� I W I ♦ WATER �,T1.1Ec f ; . �, . _ _ x _ ��.�t� - .-... — wM .r' DEVELOPMENT OF LOT 4. x x x \ x, G x x x i.,s ,t t i > ,., a ;:._ { r ,,:' r t. i s t 11 2" x Imo.- ; O X. ,... _ , " r , . RIP RAP ,. - - - - S _ IRE / , , r t`,: '.a';'. t j ry _ ! :---- > _ w LU L �, v ti�, I y _, ,, /, ., ,.� , 1, , I .^}— r.J. k` �. �, \—',, i. f1. .. ,...., , ...-._ . W .TER n.. ,.. _.. ry.r �.> _. N s h - 3 _ 6 W, 7 . �w ` r 5 99 • ti N �:: _. _ _ 8124 3� W 683 15 �, ..... \ _ . _ r \ ;: . t \ fia< _ ___ P _ _ __ _ , _ _ s�REE MS STUB,.` , / S MAIN j _ _' w_ _______ __ . __ _ - .� _ _ .. -1 _.. _ __ _ _.._. _ _ _. _ _ . __ -- - _ -.... _ . w .____ _ _ _ w _.__ - _ M___. _ T - - I `Tip==�Lc3.03 `� � ..., ,\� � - b,_.��.. •� > EXIST. E � F PA M NT- STOP SIGN WTTH� W C.) \ '. ''� � �, � '�` �="�--=� , �` � N A I,I4�a «. �s DGE 0 vE E -0E LANE ,` ti FOX. RlDG LANE SCALE: I Ibati'.-88.3 25 I i :INVSTOP BAR `\ ti �, \IA1 ,1 ta4 . _ INGRESS/EGRESS E RE 25 M.P:H. p E I I'I, \ ( / G SS ESM T) i:��..._82 5:, ¢ \, a. ,,` ti S E 0 L tv1 \ 1.`\ `, 2_ \ f�APH/ .4LE _ _ G CSC r ,„ , i t, r �� , \ - \~ ' \ ` V=$1 \ ` 1l�V. P14 `. �". \ ` ~ \\ `` �ti Dip SAN. ,;E.,._R n �„% DI 1 .82 .% � `` \ ,, ..0 .�i,� \ \, 30 15 0 30 so XI TIN H T M N WV gaWV N, \, \. r ..<v,` ,\ '. \ , \. t �y �. \ i ',.I I DRAWN BY: ✓. D. S. E S G EDGE 0 RE AIN U DISTURBED. _ 8 WATER MAIN 1NV�82o.i9. 1 �. XIS L L. ,� �-�-, �� `` t�•— H •'9 8$ PROVIDE 65 FT. 6 FT. NIGH SEE SECTION A THIS SHEET WV _-.. ,..L. - -- ._-__ .. .- ._ __ _- - --___, ._. _ ,_r__-.__._.._m .�•�� _ \ ',* �\ PROJECT NO. , ..•o�-ra,e r.,. i av x.•�.e�r:=-._:. _ .G c..._...... ,,fir•--; _...a,. \ 1 `• ti 11'�1. 1 h O i1� f''� `\,,, \,. \ '\ `'., '�\ s THE EXISTING HEDGE ALONG FOX RIDGE DRIVE '" "" _ OPAQUE BOARD FENCE UPON ) i aEc. END STATE \ -a, a . � �� -W.. _. :' .- - �--L- <. '� - q._ e : _� �, - . `` . DATE: 4-30-02 /N FEET FOX RIDGE SUBDIVISION -- --, \.�. r-. il, F _ '-""t." C :'�,-�',4 y �M�4'hk�3 h'R�'^&. tt ciaceC• LOPM NT F L T MAY NEED TO 8E SUPLEMENTED WITH PLANTINGS r i �Ru+s •\ \ ``, ` `\ E_' ', z� ,`r_"� ,\ `\ i 1 inch = 3o ft. DEVE E 0 0 2. p, MAINTENANCE `\. �. \ TIP FOR ZONED RB,_ ���_�, M , , ' \ ,'� � \ AS REQUIRED 8Y PLANNING STAFF TO PROVIDE �._-__, Z \ \ \'•,\ S R E' \ <, \ro ru \'. SIGN w �''� , DESTRIAN'G 0$SIf�G.. , `..,'`. \' � \ , ` � , ADEQUATE SCREENING AGAINST THE TOWNHOUSE USE. RESIDENTIAL (7OWNHOUSES} f SHEET DEVELOPMENT. fi 300.00' I ,�' OF '� V11) I/ �l .1 �;, ,Qi,. .111 - � -4�-�,-��' — :; •, '�77`-B ��i 6 ! . 1,.- I.; r . . / - ;A��i \ 7�11 t,4004 I I Y. liI -- , Iw I I ,�,,'I----.—----,-� ,, 'l - _ !, t } 5 to -.. ', r / 1 LOT #4 # ! an 4. ��� _ __.__END CG-6 FOR HOLIDAY _ _._ E��-_=-1,N ' .' 1... _-.. , . # i '� / 6 I Ec-FUTURE CG�6 \ _ - ; a INN DEVELOPMENT _...._._._.__._ _ 1 45 AC. � (D11 I ti z .;_., . sroe srcN # \ , }I --- --� -- -- -, I II. y „z\ rn r REQUIRED !i f. ' 1�' __ _ / 4 I sj � i ; _ , � .__.__----- ® I I i �„ ui PIN 42-A-'195 \ _ f (I ; I �.- �{_ _� \ SIR A -r ` I I ,�' f% , i { - -._ �} } _.._ _ a=821 37 ll V ; 'i RIM=829 00 / / _.I _...__ Q 1 I � , 81 7 5 fi49 ACRES { r_ 4 INV OUf 826.75 �i l # i \\ \ I - _t_._` _ _ ;ilT f Il 1 I _- 1-_...__. ,�ti11,8oltt l l EXIST. S.S. MH. 2 ASPHIL� 1 # Ri1i- 21.2i i \ \ fbST 6" I. GRASS m - ;-?�-ram; .- s� 7 i -�; 1idV,µ 1S.G? ?'' 6�' t RIM 8 9.6 a._._____..._ PARKING i 'G: g ;:0 !' ,; t a r 11 ` 1 � \ \ \ / -twtK a1'U8 /,1 i INVERT RT 9 = • .. i ti . '. = _ : '! I ;t f , PIN 42-A-195A / l INVERT I U8823.69 EXIST. S.S. MH. 1 fi10 SQ. `23.89 Lafi { I -,�: _.- -_ ...� -__ _ j .1j _._ ____._. _ . f� t� '� c^ se l f` ERT OUT RIM 828.44 ' liiri fA$EME TO - ,_-.__..__.- # { 3i __ _ � SP 32-98 -� I .__._,.._ .._ 9® /. `o ^ N/F o m ,,7; Q \ �'o x / j INVERT IN 823.2s I U, {w"x /�_," 3 SEPT. 98 . - -. --_ _ �+i ri �, INveRr our 823.09 COM NWfALTH V1RGl �> , ' __ _. _ SMITH C7 ,io \ / E,I' i I x Iwl _w_ Y _ _ii� : `fah „� , ,*� ` .. ; \ 8 : E� `` I # y .._. _,.._.__._._ EXISITING KFC RESTAURANT 9 �: I_____ 11!+ ZONED. RP ;N \ o shy I i 200Q' OVERT {I f ZONED B2�. __---_-` I ` s - 9 RCEP 9 USE: RESIDENTIAL 1 ;' �� �Iv our=a2sls` ` ,_' I -6 0:709�.... � /�. ,, : --.--- � ® � Ir J a % r �' USE COMMERCIAL ` �( / �c-1 v.' s END CG-6 OR NOLID Y * YARD �, 4, / ' 'a .�__w -� __ _ 1 I 0 i _ / . \ , F.F. ELEV.: : 824.15 _.. i �,,, ; 0 � I ' t' \4-\- - -� INN DEVELO MENT j 1 "HYDRANT �: / BLDG. HGHT =24 FT I ��;; ! / "� K vJ ` iTEU i I; 4. ;, coLu t —� 25 F7 ACTII/E 'BUFFER AREA �.. : -- , i` - m 3 0 4 I Z v ti g ti l W 3 0 I Q 6 i j Q PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o j PIN OAK 2" CAL. 0 6" HIGH AS SHOWN 23 RED MAPLE 2" CAL. 0 6" HIGH AS SHOWN 22 HETZ HOLLY 36" HEIGHT 4'-O" 0•C. 6 SEEDING REQUIREMENTS ALLDISTURBEDAREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: -3 . MART N K NT KY BLUEGRASS PER 10 . FT. 2 LBS 0 E UC BLUEG S E 00 S Q 1 I.B. ANNUAL RYE PER 1'000 SO. FT. 20 LBS MULCH PER 1 O E100 Q sQ o 7 -1 . . FT, FERTILIZATION RE UIR REQUIREMENTS TO DETERMINED BY ONSITE Q E BE E TESTING PERFORMED AT TIME OFCONSTRUCTION. AT A MINIMUM LIME H I AT .PR1 ,FT. I U L E SHALL BE APPLIED 0 20 LBS E 000 S Q _ - 1 I CH- D T -_. : I z : , : , - : . I ,. . _ , m � I 1 . A 1 : . . . , � � V , } 1 / 1 r. ; " i / 0 : : : : . I I : : Z � , , " \ ,, , , ; , ' � , , , � � X � - / 1 , 1 , I, I 1. / / . . NORTH POND 3 f',' :V 6_^"+►-1, , ,h' ✓ r 7 , f r, ' ' S o 2 WfDE CONC. ,. o PROPOSED PEDESTAL SIGN LOCATION G6 FLUME � ' .. / ''` ' �. (SEPERATE PERMIT REQUIRED) O ;`' ,�' ". '..: ;0 .C� . ( ," ', o SEE NOTE 1 AND 9 ����� 1 ;rr /`. ►- . , , o i° t;. r . , r &, _ THIS SHEET ax�/ 1 *- . I .... �. � .:" (., r ', '.'-, ..I k ` ... • 2R: f ,.. ... . . r t��V�4 <�ro,b\%119 - QItQl�) ) �" I , � I , . . . . - ,,,.. ,r le` t 1. a \• f` J j� I^, / , r- ',i O JJ 1 f' t 'J f r` ,, tr; a U: p � Q '' t J •y. �y 1 7' ri ........ ... .. is \' �. �J',. . r,.. 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D 1h / 1 6 G V f 0 /�� r 1-6 x2 TAP, r s ... ..:, . j b i.' . ✓ r , , . , a f Y' '; 4 - Asa - .. 2 SERVICE J'"' .. , ... . f ... � ... ?/:' ' ' r,% f, •r. .2 M r ETER -o - >t x.L. '7. " 2:1 2 SERVICE o, , !l ',,' ' 'r r :.:,,,..,,., y \a .L" r T .d 0 WA .. . .. i M NT' 1 F_ASE . G ME NI . ,a J r: , .. 1f r .. �,, . /`• A,: If: '' ' �`�'. ` �, r ' XISTING WH TOPS ; ^� . E EEl S t< , �. . . . ,, , ;: , s rolrv: ... 1 I. Q 4,� , 'f. C 1 G" {1 l 1 'f F l D.C. . ,, r �.II .� C? . ci'b A ._ 11 '.01'".. ..., '.....,'.\.�..' •i i,,. O• 1' e• O ; 9, % o . 0 7N: ' EG G RB �!. ' !. 43 i U y s' 7: \ /, .:F r M . ', S R B R A' MB P-:. • ' A ' ' • ' , .: , :: , , � � E � � U r0' �, TOP SIGN` �-. • /� N'. ..f ,� :: ...f_,. .._.. -- I :ram _ . / , ... • T }� F !M 0 of CURB ' `' ' .: \ R 828. �- . >,.,- BOPN 'SID S: ;. ' \ INV. OUT 25:65 ...) -�: C.O. ,� �, �,. ,;,, ;"�� �. ..,. .....,.,-.., `�` 1 ,..... , ,... . 1R �\/• , . <1 ,.. .: i - �. f Q + . . --I :1� 1�;..,. 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'...*�:..' : I�I "- f�, 1 7 2 ,; :` Ir, s (. ;` ' �, 1. <' 0 1 \0' 5 ;1- cA t : :/ n, r, �r ' , ,i. G STMR STR - 1 ' 9Efi( :Q . L 1R6 '� � i /. , IM- �/ ._' \ I \ R. 826.8 0 s�. r , W. . T- '�, 1 Q / , ' "j OU 8�.�60• 1 ,x T MP A W/T� • 'O • � ' C DU S ER REA 8 BLOCK ?s / �' : Tf� (C BE>ARIN6, , / ' f EXISTING WATER STUB. \ �' �' �- M: 0 �o , ,: . WA N ...... ... AN PA A IN LL SCREE D 0 UE G T G. Q �r� • v' :S' E �C 0• :-o EW R LE4N EXT N F Vl 1 . . .. E D 6 RE SER C C U • �(� E B LD>� 'r ✓. ' i" . 1�' J : y 1 �/ T �l;', DETEC OR DOUBLE CHECK v F o '4w• ,. . �. : 0 BE MOUNTED RNSIDOF BUILDI B 11 �, . I < PT w�i •N: �i":CURB: Ali o \ . . ` V, „ S >k , ...... .... '\ IN • �� B NTRAN " US ESS E CE AN IR TI �• D D EC OVAL Q S I NA r G GE NO X FT .. S SHALL E CEE 5 D 6 6 n 0 .. :� ; •' g 0 ' ti � � Pb'' � ,UOUNi� DIOAP: pA&ktl� : 4v. , ; , P � ; ; SQ. Ft IN , ' ; S1 N E �l �AL1ED �P,ER:VIRGlNIA� � IN HEIGHT NOR 4 AREA. Q � NS / INV 82�' 40 ,\O , Qc� y00 0 „ , CItDE :SECTN ,36� I1 ; ;;i EC-1 Q' '., !� •. ,, �epviRE�pj \ :.. : . -:I .:_ : ,., :.: :.-I,.- . :., :.:- . ,. 1 . ':- �� :, .I :: .:. :t:.-1.:. :' , ',.:' .:-I:,, I. :.1 ..,-:, /:..:: I'I . ,: ::I:. .. 1, .,- ': ,:.t:.-.-:.. .,' . :, ., I:I. .: ,":, I, : ::.:.1 ,:-:'.,.:-:...1� o .0" A: s� fir. 6 , c�� s :: O r TRAFF! Rf G • •EA NG • � INV. OUT 824. LOT 4 I1. 1I , .I :,:, . � .. , : , I ,� ' 4 I � - I .. 1 : , ._� .1 . ." :..I: . ` �1 . .,. - I . .I ..I.. . -1: :- ...-� �, � 1 :. -� 1._:.', 1�. , ." . 1: , : %. . � :. I. -� � 1,I � :. . �-:'".I.. 1.. ," , . I I 1 :I �" . I :I ', 1 �:0 I Y ,. . . .I ", -1 .%:.11 ,.' . I,; i: . '1 _. ,1 ,1 :, 'I . �- X , :'��.�. I.,,I - 1. :_ .:_ ,1 e.II : ,'� , ..Z,. I, � 1, .I ., �: q-, "- I% � 7 ,Q�. .. I I'I / '. � � .� II : -. . I . 1 /eI, 1, "11 ,, . . 1 I , 1 I. 1, . . I .. .. 1II I I . " .II .1 , . I . 1 - , : .I . , IvI% . . . , . I . ..... . I- .�-I.,. ,' �.:l�- - i :l " l. � :. �1�A .II, , n�11.' 1I.. ,, �,. 1 �1. v. N �. . �1 :.1 .. 1,. . ,1'1 � . ,I�I.".I- , , I ,:. :,... ,.. .-I , I � . I1 � .,--I:�' I - �"" . .' ,.I- I 1. l � 1 ��I. .., 1 :.. -I�1 it EC-1 REQ'D !, �7 e, 0 / i r : , ; 56 HETZ HOLLY \ 1 4 AC. `: . 5 � ii, 0 1ti / 36 MIN. HEIGHT \ t� / ,r AT PLANTING. FUTURE D E VE L. ARE A > ,.\ ,' \ � ` '� �;:� ��� STORM STR A fJ PIN 42-A-195 50.00 t ° RIM=829.00 J ;le"' `' / 5. V49 ACRES ` INV. OUT=826.75 f 25.00 �� - // -' ,,', ,.. i 7 /, e CD 1 FI EXIST. RE HYDRANT ASS . / S S.S. . Y :�; i` MH. 2 '; ' �` `9� EXISTING 6" ' RIM 829, 69 G R A S S ! :.. :�; ' `�{ \ .�. SEWER STUB ;�( Jr INVERT IN :� ©�,: �, ;� 823 89 INVERT OUT 823.69 EXIST. S.S. MR I f; 1. a F` U 0 l� 'i ; ° RIM 828.44 Z z A `) O `C �� / , ' ; J INVERT IN 823.29 o �' c t1 � V 1 _ "• �o� � «<< ,` _ `-,' , � INVERT OUT 823.09 © '' 11 I �.� Z : T V SE` 6" HIGH ANCHORED CONCRETE '' p : ,�\ _ INV. OUT-826. T5 '` . Y f' ' ' : '' WHEEL STOPS ' END EXIST. WATER ,,� . {_ EC-1 REQD. TRIP GENERATION 0 1 0 '�0'0 '� - - - - ITE 6THEDITION ESTIMATES . t;(} i -f �. ,1 AT DEVELOPMENT 5 0' 6' S 1 4 ' EL 4 (CL 52) TERLINE I = 25 FT. �' THIS SITE FULL DEVE OPM I 6" PVC SDR21`'\ `} WOULD GENERATE 456 T.P.D.. t_'. _' GI) t . I 2„ WM--- - - - - � - , � I � I . --l'...- - : � ` 46 = 0 - - - 1 . , _. 10' WATER EASEMENT `� USE CODE: 320 4/ EXIST. WATER t. ,. I SEWER E "= ' - - 'f,, \ -, � , CONNECT TO EXIST, 6" STUB -..-.....__w.,.,,--.._ .°_..n-.._..__..___.-. -._- ,.._.___.__-___,._______.,.._. w.,.,._r__.__..___- -_-.,r,___,_,_.,_,___ ._ \_ ,-._..,_..._ 25' INACTIVE BUFFER AREA \ "\ EXISTING LANDSCAPE SCREEN \\ TO BE PRESERVED. o \ . . I . . . .. . . . . . I . . . . . 1 / _ - � � - I - 1 _ " _ . . _ . 1 I _ _ . � . , . I - . . . I . I ' . . . . . � . . . . . . . ' . . . . . . ' . . . . . , . . . . . I . .1 . . . . ,. . . . . . . . . I : . % . . . . - , . . . . . . .. . . . * 11 I \ - - . , _ . . _ a ., x _ I'..,, -1..\, _. „ -^. 1 x,_,' ,-,: v' . - 'v"' , v - -- r-1-1,- .•_,:.:1' r .� > �v �" / , , . : _,• , x _.,; .1,..., , r ,..e.,.- •1 "' . v ' \ � . � . , ,r v , . _ -,.- _.,^'v"'�.'v,.v X."v�\�+\�`.r^y"`' '_,_:,,,,_:..._.,./ ;. .. GONTR/ACTOR.._,T,Q._,,L.EAVI�-_,.EX,,I T. _,,,T, E.._E(NE,,,IJNDLS.TUBBED.,.•,.,_,..,..:.-',,.�_. _;,. ,.-,.•..:,.._ _-.r,.,_.,..r-.�_r..• _.... . . . " � " 1 1 . � , -..._- - _ -_ Sr __.. .- �_.-- ___� _ w__----,---EXIST. _-_.__ EXIST. EDGE OF PAVEMENT __._.._,....,...._.....�._..FGX_ 1®GE_ LANE- �.��_�M...___� (25' INGRESS/EGRESS EMT) , 1 ' f / - - _ _ ' X . 1 , I x _ - " _ x . - - . I 1 L�H 0- 41_ P L/ 'O 0 z gRonald A. Mislowsky, Jrz O CERTIFICATE NO. - u 020674 ) REGISTERED PROFESSIONAL ENGINEER GRA,OH/CS04LE 20 10 0 20 40 ( IN FEET) 1 inch = 20 ft. gilbert w. clif f ord Engineers • Land Planners 150-C Olde Greenwich Dr. (P.O. Box 781) Fredericksburg, Virginia 22404 PHONE: (540) 898-2115 FAX: (540) 898-3230 E-MAIL : clifford01 biared.com BUILDING DIME NSIONS 1 `20' PROJECT SUMMARY TAX IDENTIFICATION NUMBER 42-A-195 16 STEEL REINFORCEMENT BARS 3 ST REINFORCEMENT EEL ALL FIXTURES TO BE SHIELDED nEs ®i'-o' D.C. TO PREVENT LIGHT SPILLAGE OFF SITE ucHr POLE TO BE GALVANIZED STEEL am WITH TAPERED TUBULAR SEAMLESS SHAFT 1' TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL N VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURF ES. PAINT Ac YELLOW ABOVE GRADE, FACE OF CURB J3 STEEL Rb FORC( TIES 0 V-0. O.C, j6 STEEL REINFORCI BARS NOT TO SCALE LIGHT POLE FOUNDATION DETAIL EXISTING PARCEL AR 5.649 ACRES P P .17 AR LOTS DEVELO ED ARCEL AREA 2 6 C ES ( ) DEVELOPED SITE AREA 3.5 ACRES (LOT 3 AND 4) ZONING B2 R FOX DRIVE ADD ESS RR NT US ARBY'S AND KFC RESTAURANT ACANT CU E E PROPOSED USE 81 ROOM MOTEL (3 STORY) DISTURBED AREA 3.5 ACRES SETBACKS REQUIRE D PROVIDED NT 0' 93 105 FRO 5 / SIDE - 76' R R R SID NTIA 31O' EA (E E PARKING 5' 5.5' BUILDING HEIGHT 60' MAX.37' + - L E i NOPY C RAN E 16 + - CA LEA C GROUND FLOOR AREA 17,332.23 SQ.FT. TOTAL FLOOR AREA 51,996.69 SQ.FT. (3 STORY) FAR ALLOWED 1.0 FAR PROVIDED 0.55 MINIMUM LANDSCAPED AREA 35% 0.762 AC. LANDSCAPED AREA PROVIDED 0.780 AC. 36% PARKING REQUIRE D PROVIDED (NO MEETING ROOMS OR RESTAURANT PROVIDED) (1.0 SPACE/ROOM) 81 84 HANDICAP SPACES 4 4 LOADING SPACES 3 3 A + LITHONIA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' PARKING LANDSCAPING B LITHONIA KAD 250M MH 3-FIXTURE MOUNTING HEIGHT-20' PARKING LOT PERIMETER 1420 FT. PERIMETER TREES REQUIRED 35.5 (@1/40 FT.) C o� LITHONIA KAD 250M MH 2-FIXTURE MOUNTING HEIGHT-20' PERIMETER TREES PROVIDED 36 INTERIOR TREES R IR 4 1 E U EO 8. 01 0 SP. ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED Q (/ ) SO THAT DIRECT OR REFRACTED LIGHT FROM THE INTERIOR TREES PROVIDED 9 TOTAL TREES R UIR 44 E EO Q FIXTURE IS NOT VISABLE FROM OFF -SITE. TOTAL TREES PROVIDED 45 PROPOSED CURB &GUTTER - - PROPOSED CURB &REVERSE GUTTER - PROPOSED STANDARD PAVED AREA (8' 218/2" SM 2A) - - HEAVY DUTY PAVED AREA 6' 21B 3' BM-25.0 1 1 M 1 . ( / / /2 S 2 5A) PROPOSED CONCRETE AREA - . . . . . . . - - ' .: .,:'�,`.'.'. • PROPOSED GRASS AREA - - • - • . . • ' - PROPOSED EASEMENT AREA - - - - - - - - - - ZONING BOUNDARY - ' • . • • . . . . . . ZB UTILITY PEDESTALS - • • -0 EXISTING STORM DRAINAGE & STRUCTURE - - • • • - PROPOSEO STORM DRAINAGE & STRUCTURE - • • - - - PROPOSED WATER MAIN - - -� EXISTING WATER WATER MAIN - . . . . . • • . . . . PROPOSED FIRE HYDRANT • • • • • • • • ' PROPOSED GATE VALVE & BOX . W4__ EXISTING SM. SEWER AND MANHOLE - . ' . . • - PROPOSED SAN. SEWER AND MANHOLE - • - - ---*S.S.+---i-+S.S+- PROPOSED UNDERGROUND ELECTRIC SERVICE - - - - - -� ELEC I PROPOSED UNDERGROUND TELEPHONE SERVICE - - - - - TELI PROPOSED GAS SERVICE - • . ' • • . ' . - IGASI- W-12 HANDICAPPED ACCESS RAMP - • ' . • • ' . - I_ PARKING LOT LANDSCAPING REQ D. 1922 SO. FF. 0 5% PARKING LOT LANDSCAPING PROVIDED 3520 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE RE UIR MENTS OF TH FR RI K NIN INAN . Q E E EDE C COUNTY ZO G ORD CE 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3.ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND CABO A117.1-92. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1"50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1"20. 4. NO FLOODPLAINS, LAKES, PONDS OR WETLANDS EXIST ON THE SITE. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTTON 310, GROUP R (RESIDENTIAL) OF THE BOCA NATIONAL BUILDING CODE 1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10.N0 OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11. DESIGN PROFESSIONAL LICENCED IN VIRGINIA SHALL SEAL THE PLANS SUBMITTED FOR BUILDING PERMIT APPLICATION. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) 12. SIGNS AND OTHER STRUCTURES SHALL BE PERMITTED AS U (UTILITY) USE GROUP SECTION 312 OF BOCA. 13. SHOULD THE PROPERTY BE SUBDMDED, ALL DRIVEWAY AND PARKING AREAS WILL BE SUBJECT TO CROSS EASEMENTS ALLOWING ACCESS AND USE BY ALL USERS OF THE FACILITIES LOCATED WITHIN THE MASTER PLANNED AREA. 1 7-10-02 REVISED PER REVIEW AGENCY COMMENTS J.D.S. R.A.M. . , J 7-L f -VG RLVIJLV I V JFIV1T IVLTT LIVI IVN ',L 4 11-13-02 REVISED PER PLANNING COMMENTS 5 12-13-02 REVISED PER PLANNING COMMENTS 6 12-20-02 REVISED TO ADD TURNAROUND AREA NO. DATE DESCRIPTION REVISIONS & associates, ine♦ HOLIDA Y INN EXPRESS • Water Analysis .F'OXE TOTf'NE PLAZA 117 E. Piccadilly Street -Suite 201 SITE DEVELOPMENT PLAN Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 -MAT li I G FREDER/CK COUNTY VIRGIN J.D.S. R.A.M. J.D.S. R.A,M. J.D.S. RAM. BY CHK'D. DATE: 4-30-02 SHEET OF LOADING SPACES 3 3 A + LITHONIA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' PARKING LANDSCAPING B LITHONIA KAD 250M MH 3-FIXTURE MOUNTING HEIGHT-20' PARKING LOT PERIMETER 1420 FT. PERIMETER TREES REQUIRED 35.5 (@1/40 FT.) C o� LITHONIA KAD 250M MH 2-FIXTURE MOUNTING HEIGHT-20' PERIMETER TREES PROVIDED 36 INTERIOR TREES R IR 4 1 E U EO 8. 01 0 SP. ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED Q (/ ) SO THAT DIRECT OR REFRACTED LIGHT FROM THE INTERIOR TREES PROVIDED 9 TOTAL TREES R UIR 44 E EO Q FIXTURE IS NOT VISABLE FROM OFF -SITE. TOTAL TREES PROVIDED 45 PROPOSED CURB &GUTTER - - PROPOSED CURB &REVERSE GUTTER - PROPOSED STANDARD PAVED AREA (8' 218/2" SM 2A) - - HEAVY DUTY PAVED AREA 6' 21B 3' BM-25.0 1 1 M 1 . ( / / /2 S 2 5A) PROPOSED CONCRETE AREA - . . . . . . . - - ' .: .,:'�,`.'.'. • PROPOSED GRASS AREA - - • - • . . • ' - PROPOSED EASEMENT AREA - - - - - - - - - - ZONING BOUNDARY - ' • . • • . . . . . . ZB UTILITY PEDESTALS - • • -0 EXISTING STORM DRAINAGE & STRUCTURE - - • • • - PROPOSEO STORM DRAINAGE & STRUCTURE - • • - - - PROPOSED WATER MAIN - - -� EXISTING WATER WATER MAIN - . . . . . • • . . . . PROPOSED FIRE HYDRANT • • • • • • • • ' PROPOSED GATE VALVE & BOX . W4__ EXISTING SM. SEWER AND MANHOLE - . ' . . • - PROPOSED SAN. SEWER AND MANHOLE - • - - ---*S.S.+---i-+S.S+- PROPOSED UNDERGROUND ELECTRIC SERVICE - - - - - -� ELEC I PROPOSED UNDERGROUND TELEPHONE SERVICE - - - - - TELI PROPOSED GAS SERVICE - • . ' • • . ' . - IGASI- W-12 HANDICAPPED ACCESS RAMP - • ' . • • ' . - I_ PARKING LOT LANDSCAPING REQ D. 1922 SO. FF. 0 5% PARKING LOT LANDSCAPING PROVIDED 3520 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE RE UIR MENTS OF TH FR RI K NIN INAN . Q E E EDE C COUNTY ZO G ORD CE 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3.ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND CABO A117.1-92. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1"50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1"20. 4. NO FLOODPLAINS, LAKES, PONDS OR WETLANDS EXIST ON THE SITE. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTTON 310, GROUP R (RESIDENTIAL) OF THE BOCA NATIONAL BUILDING CODE 1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10.N0 OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11. DESIGN PROFESSIONAL LICENCED IN VIRGINIA SHALL SEAL THE PLANS SUBMITTED FOR BUILDING PERMIT APPLICATION. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) 12. SIGNS AND OTHER STRUCTURES SHALL BE PERMITTED AS U (UTILITY) USE GROUP SECTION 312 OF BOCA. 13. SHOULD THE PROPERTY BE SUBDMDED, ALL DRIVEWAY AND PARKING AREAS WILL BE SUBJECT TO CROSS EASEMENTS ALLOWING ACCESS AND USE BY ALL USERS OF THE FACILITIES LOCATED WITHIN THE MASTER PLANNED AREA. 1 7-10-02 REVISED PER REVIEW AGENCY COMMENTS J.D.S. R.A.M. . , J 7-L f -VG RLVIJLV I V JFIV1T IVLTT LIVI IVN ',L 4 11-13-02 REVISED PER PLANNING COMMENTS 5 12-13-02 REVISED PER PLANNING COMMENTS 6 12-20-02 REVISED TO ADD TURNAROUND AREA NO. DATE DESCRIPTION REVISIONS & associates, ine♦ HOLIDA Y INN EXPRESS • Water Analysis .F'OXE TOTf'NE PLAZA 117 E. Piccadilly Street -Suite 201 SITE DEVELOPMENT PLAN Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 -MAT li I G FREDER/CK COUNTY VIRGIN J.D.S. R.A.M. J.D.S. R.A,M. J.D.S. RAM. BY CHK'D. DATE: 4-30-02 SHEET OF PROPOSED CURB &GUTTER - - PROPOSED CURB &REVERSE GUTTER - PROPOSED STANDARD PAVED AREA (8' 218/2" SM 2A) - - HEAVY DUTY PAVED AREA 6' 21B 3' BM-25.0 1 1 M 1 . ( / / /2 S 2 5A) PROPOSED CONCRETE AREA - . . . . . . . - - ' .: .,:'�,`.'.'. • PROPOSED GRASS AREA - - • - • . . • ' - PROPOSED EASEMENT AREA - - - - - - - - - - ZONING BOUNDARY - ' • . • • . . . . . . ZB UTILITY PEDESTALS - • • -0 EXISTING STORM DRAINAGE & STRUCTURE - - • • • - PROPOSEO STORM DRAINAGE & STRUCTURE - • • - - - PROPOSED WATER MAIN - - -� EXISTING WATER WATER MAIN - . . . . . • • . . . . PROPOSED FIRE HYDRANT • • • • • • • • ' PROPOSED GATE VALVE & BOX . W4__ EXISTING SM. SEWER AND MANHOLE - . ' . . • - PROPOSED SAN. SEWER AND MANHOLE - • - - ---*S.S.+---i-+S.S+- PROPOSED UNDERGROUND ELECTRIC SERVICE - - - - - -� ELEC I PROPOSED UNDERGROUND TELEPHONE SERVICE - - - - - TELI PROPOSED GAS SERVICE - • . ' • • . ' . - IGASI- W-12 HANDICAPPED ACCESS RAMP - • ' . • • ' . - I_ PARKING LOT LANDSCAPING REQ D. 1922 SO. FF. 0 5% PARKING LOT LANDSCAPING PROVIDED 3520 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE RE UIR MENTS OF TH FR RI K NIN INAN . Q E E EDE C COUNTY ZO G ORD CE 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3.ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND CABO A117.1-92. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1"50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1"20. 4. NO FLOODPLAINS, LAKES, PONDS OR WETLANDS EXIST ON THE SITE. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTTON 310, GROUP R (RESIDENTIAL) OF THE BOCA NATIONAL BUILDING CODE 1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10.N0 OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11. DESIGN PROFESSIONAL LICENCED IN VIRGINIA SHALL SEAL THE PLANS SUBMITTED FOR BUILDING PERMIT APPLICATION. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) 12. SIGNS AND OTHER STRUCTURES SHALL BE PERMITTED AS U (UTILITY) USE GROUP SECTION 312 OF BOCA. 13. SHOULD THE PROPERTY BE SUBDMDED, ALL DRIVEWAY AND PARKING AREAS WILL BE SUBJECT TO CROSS EASEMENTS ALLOWING ACCESS AND USE BY ALL USERS OF THE FACILITIES LOCATED WITHIN THE MASTER PLANNED AREA. 1 7-10-02 REVISED PER REVIEW AGENCY COMMENTS J.D.S. R.A.M. . , J 7-L f -VG RLVIJLV I V JFIV1T IVLTT LIVI IVN ',L 4 11-13-02 REVISED PER PLANNING COMMENTS 5 12-13-02 REVISED PER PLANNING COMMENTS 6 12-20-02 REVISED TO ADD TURNAROUND AREA NO. DATE DESCRIPTION REVISIONS & associates, ine♦ HOLIDA Y INN EXPRESS • Water Analysis .F'OXE TOTf'NE PLAZA 117 E. Piccadilly Street -Suite 201 SITE DEVELOPMENT PLAN Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 -MAT li I G FREDER/CK COUNTY VIRGIN J.D.S. R.A.M. J.D.S. R.A,M. J.D.S. RAM. BY CHK'D. DATE: 4-30-02 SHEET OF PARKING LOT LANDSCAPING REQ D. 1922 SO. FF. 0 5% PARKING LOT LANDSCAPING PROVIDED 3520 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE RE UIR MENTS OF TH FR RI K NIN INAN . Q E E EDE C COUNTY ZO G ORD CE 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3.ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND CABO A117.1-92. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1"50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1"20. 4. NO FLOODPLAINS, LAKES, PONDS OR WETLANDS EXIST ON THE SITE. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTTON 310, GROUP R (RESIDENTIAL) OF THE BOCA NATIONAL BUILDING CODE 1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10.N0 OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11. DESIGN PROFESSIONAL LICENCED IN VIRGINIA SHALL SEAL THE PLANS SUBMITTED FOR BUILDING PERMIT APPLICATION. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) 12. SIGNS AND OTHER STRUCTURES SHALL BE PERMITTED AS U (UTILITY) USE GROUP SECTION 312 OF BOCA. 13. SHOULD THE PROPERTY BE SUBDMDED, ALL DRIVEWAY AND PARKING AREAS WILL BE SUBJECT TO CROSS EASEMENTS ALLOWING ACCESS AND USE BY ALL USERS OF THE FACILITIES LOCATED WITHIN THE MASTER PLANNED AREA. 1 7-10-02 REVISED PER REVIEW AGENCY COMMENTS J.D.S. R.A.M. . , J 7-L f -VG RLVIJLV I V JFIV1T IVLTT LIVI IVN ',L 4 11-13-02 REVISED PER PLANNING COMMENTS 5 12-13-02 REVISED PER PLANNING COMMENTS 6 12-20-02 REVISED TO ADD TURNAROUND AREA NO. DATE DESCRIPTION REVISIONS & associates, ine♦ HOLIDA Y INN EXPRESS • Water Analysis .F'OXE TOTf'NE PLAZA 117 E. Piccadilly Street -Suite 201 SITE DEVELOPMENT PLAN Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 -MAT li I G FREDER/CK COUNTY VIRGIN J.D.S. R.A.M. J.D.S. R.A,M. J.D.S. RAM. BY CHK'D. DATE: 4-30-02 SHEET OF DATE: 4-30-02 SHEET OF LEGEND� !f? I,I. I .I.-,. ..,. I., I ,/I NORTH PONDI 3 . i / 11 4, , " "-, - .- Q_ _ �z- (0 3A 0)B B REVIATION DEFINITION i . , ,f �lJ ,1*/ -I ; -, -/ f z'_r :,,__:,)m�".-'- - .,, ,--," -.,,_ -0 ), ` .. , -, , . � ' - I ,? fi , % I1. - 4, II 11 " .1.:.., j I - - -- : 3- t- 265" .021�--_sB �I6 z S QCW TT83I C 830.00 7--_1c-n CL. CLUSTER -i -075, " . k l/ �.�, , CO SANITARY CLEAN OUT _ ". <' . / ,q,,O- GA GUY ANCHOR Z I / / r� 5;1 .;/ , , 'I CMF CONCRETE MONUMENT FOUND / IRF IRON ROD FOUND - \ \ ,1/ -!i�, MLP METAL LIGHT POLE .)_ MP METAL POST / 1'i ri,. o�,- 21� f "/\%-*L ' MSP METAL SIGN POST Q/ / . 3 1_,, ,iI I_I�,N ,� IVOT A MTP METAL TELEPHONE POLE 3 / s /_ DCCESS Q/ fI 1liI -I1/ ',W,<z EASEMENT SANITARY MH SANITARY MANHOLE �\ / A , -----1,", , - k9 _ I TRB TELEPHONE RISER BOX q / I" %01"" I II 11� : r / f � I -.-,I" z WM WATER METER 011X0 / / -) �l,A.EX. CG-6 I MATCH EX. SLO--1))P E AND WP WOOD POST F R) ro <1�// ,"r i �� 0/-f`I :k..�8 GRADE. PROVIDE TACK COAT / I/ .. lWPP WOOD POWER POLE N I\ / /4II '_SAWCUT EDGE YN- &p N 6WSP WOOD SIGN POST \/ / I 11 EXIST. GASS / - C3 WTP WOOD TELEPHONE POLE \> "// /I// ) 1Il,,, -.'_ . 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I L-1- SCALE: NIA DRAWN BY: ,/. D. S. PROJECT NO. DATE: 4-30-02 SHEET 4 OF -6 0 U 835 __......_. .._.._._..._.._, _.___._._._...._...,__..._..�..____._...__.._............:.........__._ ; EX. GROUND I I c� Ln l- v cr) q o 0 q -I..fr�.� ....... ...... ... ... _ ...... ... ......... -. _ -.... .... ._. q O q L W Co o N FINISHED ITE GRADE za `i- I� O � I PROPps�-D �p� _ zw CULVERT 1 LE> 98 FT. 0.617, 6" SDR21 WATER 1� 15 IN. CPP 825I __. ].S.TORM.— _4ypRT 1 .SOUTH.1 ,_Q.,, 824 0+00 0+50 m PROPOSED 835 U_ 1 HOLIDAY INN EXPRESS j F.F. 834.40 ( co QO hoc �J �U �L; I cDNL0pNp�O �N 1 c c 1 cp O cr> ' Zi } C I GO ROOFDRAIN _.....�...t�$'._ .._......._._ _........ SLOPE 1.007' DIA IOin. CPP 825CIO c 822.5' CUL VERT 2 LEN 148' STORM -CULVERT 2 SOUTH PLAN VIEW ALONG FOX RIDGE LANE SCALE" 1 "=.20 FT. FINISHED GRADE U+UU 0+SU 5.50 20.Do 22.00 22s PROPOSED HOLIDAY INN EXPRESS F.F. 834.40 \ PROPOSE CONCR�E 7�0' CG-6 CG-6 WITH SIDEWALK REY. GUTTER SLOPE z Cgy�A, p M 1.5 -12.5A I 3' BM-25.0 ` I O � � I 2" SM-2A 6' 21-6 _ — — — — - ----- — _ _ _ 1.5 • SM-12 5A 8" 21-6 6" 21-8 2. SM-12.5A 8" 21-B SECTION B EXISTING 8" CL 52 D.I.P. SEWER O uj —1 w O N Vi Z U 0 Ei =I 0 En W Q. O N Li U LL LAri d V Z V1 , o w c > C> z � � 3 rY i Q o w w p w p a- c- E- �- c� CQ cz) m O w VS) w VS)) w Vss) w N w cn {� CJ O CV O N O O I C> I C14 N) N Q 1 1 1 CV N r r <, O.--- [V Lo Z CONNECT TO EX. CURB. r" CULVERT 1 N r r MATCH LINE AND GRADE. AIM'=82 � w N N Y J�! IN if =81 )) �-- •� N tZ ,6 C EX. INV. 819.88 iN",L=814 15 CPP ;,� .� c Y EX, 8 D.I. CL 52 WATER Q � ! _..____........._M___.___.._..._ __...._.....__...__.._.-._.___ ......_.._____.._..._..- __.__....___..___..__.__ .__...w...._ __ _ - __....._..________ .._.__.._..._- ___.._......______-_.._.____._. _...____...._.._.. _ _ _ �6 _._ N Z W E 40 FT. 6" D.I. L 52 6 SDR21 0 o L GRAPHIC SCALE' C � _ = > � 30' 15' 0" 30" 60' WATERLINE�C3 Q .� � I INCH = 30 ft. HOR/Z. t I -r t�►.•i �`` w 1 INCH = 3 ft. PERT/CAL " _. __.. __ _._.-. e __.. _.__.__ _._ _ _....._____...__._____..._._ _._.______.____-_ __` • 825 - _.__._..._._ _ .. ___.._._._ EN --._ Xl -T: _.�. _._WATER...._ EX. 45 EL. CONNEC TO EXIST 6" RATER ' W I 824 ?I C J \ a a \ rn rn N rn 'Q 0 co I � • x 0+00 0+50 1 +00 1 +50 2+00 v a o U WATER_ LINE PROFILE 3 o_ o •= C> (co M n W �!coo) � PME4 cYi I ► •." rJ Z.L. J ; LLOQQ u"00 G�NIq ( I r�n v I PROPOSED GRADE W \ o ti I � � -44 z I O PROPOSED HOLIDAY INN EXPRESS Q, v PROPOSED CG-6 FF 834.40 v GUTTER RECG-6 WITH Y. w SLOPE V � W \ EMnNG GROUND \ 1.5' SM- t 2.5A 06-6 WITH Rf4ERSE0 SCALE: NA 3" BM-25.0 ` GUTTER SLOPE 6' 21-8 DRAWN BY: LA D. S. REWO f EXISTING WHEEL — — STOPS PROJECT NO. ---"�---_ � DATE: 4-3D—O2 — 1 -- Extsnuc PA6FMENT SECTION A --_ SHEET 5 OF 6 72 FT. 4"x 4" WOOD RAIL 1 "x 8" ROUGH SAWN BOARDS 6'-4" LONG. STAGGERED W/1" OVERLAP ZIP 6"x 6" (TREATED) zz_ WOOD POST I POST BASE & Y5/8 OIA. BOLTS TYPICAL) 4"x 4" WOOD RAIL Z R 12" DIAL CONCRETE FOOTING SECTION A I I 1 " Overtop (typical) SLOPE FOR DRAINAGE 6" CONCRETE SLAB W/ 6x6 A WIRE MESH (SEAL CONCRETE n SLAB AGAINST GREASE ABSORPTION) EXPANSION JOINT AT - EACH POST FOOTING (TYPICAL OF 4) O 101-01 (2) 6" CONCRETE FILLED POST 12 F7: PLAN VIEW 10 1 9" DRIVE ON CAPS DIMENSIONS MAY VERIY FOR SOLID CONNECTIONS A �6' 6` Q ❑ 'd 5 8" ADJUSTABLE DRILL HOLES IN CONCRETE INGE (TYPICAL 4 TO LOCK GATES IN OPEN 3" SQUARE AND CLOSED POSITIONS. STEEL TUBING _ (2) 24" LONG 3/8" RODS 1 1/2" SQUARE STEEL TUBING. SHOP WELD ALL JOINTS y, T � rig 0 MVH 3 1/2 OLD EI SI N N 2, GRADE GRADE ^ CONC. APRON CONCRETE FOOTING = 1x 8 ROUGH SAWN BOARD 6'-4" LONG WITH 3/8" SP BETWEEN BOARDS 3" FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL DETENTION POND - SOUTH EMERGENCY OVERFLOW ELEV - A 827.1 TOP OF EMBANKMENT - B 827.1 RIP RAP VOLUME CL A1(C.Y.) - C none DISCHARGE PIPE DIAMETER (IN) / TYPE - D 30 X 19 / RCEP DISCHARGE PIPE INV. OUT - E 923.70 DISCHARGE PIPE LENGTH (FT) - F 63 DISCHARGE PIPE SLOPE G 0.32% DISCHARGE PIPE INV. IN - H 823.90 OUTLET STRUCTURE TYPE - 1 6' dia. stand pipe OUTLET STRUCTURE TOP - J 826.75 OUTLET STRUCTURE ORIFICE DIAMETER (IN) - K 8.82 OUTLET STRUCTURE ORIFICE INVERT - L 823.91 TWO YEAR STORM ELEV - M 825.78 TEN YEAR STORM ELEV - N 826.75 100 YEAR STORM ELEV - 0 827.07 CLAY CORE TOP - P none ANTI -SEEP COLLAR DIMENSION (IN) - Q none EMERGENCY OVERFLOW WEIR LENGTH (FT) - R ROAD OUTLET PROTECTION CULVERT SOUTH POND - CULVERT 4 010 (Cfs) 2.8 CULVERT DIAMETER (IN) / TYPE 30 X 19 / RCEP WIDTH (FT) 7 LENGTH (FT) 5 RIPRAP CLASS Al rnn nr rim AAun ArARr DETENTION POND OUTLET DETAIL not to scale at property line (see note 2) roadway box- - 2' type K copper tubing (no joints from main to curb stop) saddle with corporation stop -water main ball valve curb stop with FIP ends, with 2' gate valve operating nut 6' VBHH77-IOBHC-11-77 2" custom setter (meter by FCSA) cast in place access standard flat top door, centered In for 4' diameter top (see note 1) manhole 2'max finished grade c 3' riser section for 4' 1 11 diameter manholo 1',', with cutouts �- solid support blocks under custom setter 6' stone bedding 1 I NOTES: 1. Access door shall be by Halliday Products or our approved equal: 6' a) In non -traffic area - model no. St R3030 b) In traffic area - model no. HI R2424 2. Water service crossing street shall be encased In 6' dla. SCH40 PVC or SD821 piping. The CUTOUT DETAIL piping shall run from one foot beyond sidewalk, (typical) across the street, to one foot beyond sidewalk. 1 1/2" and 2" METER INSTALLATION Figure 6 Prune codominate leaders DO NOT prune terminal leader or branch tips Prune rubbing or cross branches Prune narrow crotch angles DO NOT stoke or wrap and water spouts trunk unless necessary Prune broken branches Remove all laps and labels Pnnle suckers Cut away all baling ropes 2'-3' mulch kept away from trunk Remove top of wire basket Sol well to contain water ty e? UNAMENDED backfill soil lYden and score hole well . •a �; . Partiallybackfill, water to settle settle soil, finish bockfiiling Remove container and cut circling Leone solid soilpedestal - do Area for water drainage roots if container -grown, or as much not dg deeper than ball depth burklp as pon''ble if Geld grown Dig hole 2-3 times root ball width PLAM MM BB Vole -A.R WATER SURFACE (0) 10 YEAR WATER SURFACE ELEV. = (N) 2 YEAR WATER SURFACE ELEV. = (M) AGE DIAMETER = (K) INVERT AT ELEV. _ (L) IVIOE CAGE TO ITECT ORIFICE TIDE 4'x4' CONCRETE PAD AT CIE INVERT. ?ANKMENT TO BE PLACED AND COMPACTED 3" LIFTS. NO TOPSOIL, ORGANICS, OR STONES 'AI TER THAN 6" DIAMETER SHALL BE USED. FERIAL SHALL BE COMPACTED TO 95% OF (IIMUM DENSITY AT PLUS OR MINUS 2% 'IMUM MOISTURE. trench width ♦ a•o 4�� K_ ;1WR MA vllell�ll concro�to - x W dla. schedule 40 steell Pipe filled with concrete, g and painted yollowh' 7 2' ` le' dla. concrete encasement 'i:,, "� •h 3' FIRE HYDRANT ASSEMBLY Figure 9 ANCHOR POSTS SI OIAD BE WNINU, 2' STEEL V CHANNEL OR 2-x2' TIER, 6' IN LENGTH WXIMU l 8 FEET DETAIL x 6' deep ocator marker chanlcal Joint vel tee with )ranch HIGHLY Wml FIA"G _USE 2"0' LIMPER FOR CROSS BRACING Mmll�T; RAZE ORANGE USE 8' ACRE ANp10R PGSTS MUST BE U' TO SECURE 11STALIED TO A DEPTH OF FQ4CE BOTTOM NO LESS THAN 1/3 OF THE - TOTAL HEIGHT OF POST NOTES: I ROOT WAGE SHOULD BE AVOIDED. 2 DEVICE SHOULD BE MNNTANED TLROUf.}iCtfT COMSTRUCTN)N. 3 DEVICE %U BE PLACED AT THE DRIP LINE OF THE THE ETtSTIIG TREES PRIOR TO AW LAND DISTORBANCE.. 4 PROTECTION SMALL BE IN PLACE BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION CULVERT INLET SEDIMENT TRAP CLASS 7 RIP RAPRIPRAP HEADY \ HEADWAL. INVERT \\ PIPE �/ / VDOT 13, 1357,OR 15 / Ste' ST'ORACE ARE / / COARSE AGGREGATE 'STORAGE REGt11REYBNTS EQUIVALENT TO THAT OF TEMPORARY SEDIMENT TRAP, STD. & SPEC. 3.13 6 LOW A M WET ��G ( PERSPECTIVE VIEW (BELOW BASE OF STONE) 57 C.Y. ACRE DRY STORAGE (BASE P STONE TO TOP TRAP TOP ELEVATION OF STONE BERM) PIPE INVE AREAS TO BE DISTURBED W RTPRAP HEADWALL (CVT, Fail", ETC.) I _i I B OUTLET ELEVATION D WET STORAGE TOP ELEVATION - NATURAL GRO ]FLAW - CLASS] RIPRAP VDOT /3, 1357. OR 15 COARSE AGGREGATE TRAP BOTTOM ELE. P-- MALL SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AM ELEVA TION SOURCE: NORTH CAROUNA SEDIMENT CONTROL COMMISSION PLAN NAPE South Trap SEDIMENT TRAP TYPI CULVERT OUTLET LEIVGTH, A ( 18 min TOP BERM WTH, I (FEET) 2.5 RIP RAP TOP AH)TII, B (FE 1.5 HEIGHT TO OUTLET' BOTTOM, Ho (FE) 2.3 HEIGHT OF BERM, H 1 0,6 TRAP TOP ELEVATION, C ( 827.4 OUTLET ELEVATION, D (FEET) 826.2 AET STORAGE TOP ELEVATION, E (TT) 825.4 TRAP BOTTOM ELEVATION, F (FE' ') 823.9 PLATE. 3,08-2 LI H OF gRonald A. Mislowsky, Jr, O CERTIFICATE NO. - v 020674 J, REGISTERED PROFESSIONAL ENGINEER J04"O : ,.LJ_.J l y�t�%Sl i 46IV ��rtl.���=i�.��� j►i' I�J �~ice r 1 L1. ...ar_.HAnnrtF. .i�;'i�Ilm'^irt�l�.11 II 1 a1B aB��� T: DROP INLET WITH GATE SED1Y]' " SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE, • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC s 1 I � • :cf «I 1 •: 1 1 r :1: 1 1: 1 1: r .1. 1 .A: Jill FLOW KnINSION OF FABRIC AND WISE INTO THE TRHNCH. FILTER FAHRi ny W WRM Adapted from bAAh.tim of Strew and Fabrtc Flitter Butlers for Sediment OaLT]Fooa i � NOTES I. THIS ITEM WAY RE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. CO161UTION CURB L CUTTER HAVNO A RADIUS OF 300 FEET OR LESS ALONG FACE Of CURB)SNALL SE PM) FOR AS RADIAL COMeNATION CIRe L GUTTER• 4.FCA USE WITH STA911.17EO OPEH-GRADED DRNNA,GE LAYER 11tE 9pTTW OF T1f CLRB AND GUTTER. 11j�iJ. BE CONSiRI1CiE0 PA ALLEL TO THE SLOI't. or SIODASE COURSES me TO THE DEPTH OF THE PAVEMENT. 5, TNS CORO MAY OE USED WHEN DESIGN SPEED is 40 WM4 OR LESS Po"L' 2" R LESS N DE` ELOOPEM UFIRAN L SUBURBAN F THESE DESWA SPEEDS ARE I EMAREAS. CCEDED STAIMARD CG-7 IS PEOURLD. D 6" r.r T r D D D ! D • D Y ' _ - -------------- - - - THE BOTTOM OF THE CRUC ED OURALL MAY BC CONSTRUCTED OUT L^ 7'•01• PARALLEL TO THE SLOPE OF SUOBASE PROWEO A DEPTH Wtl•AAI DEPTH OF )' rs uAWTARED. ANTS AREA MAY OE CONCRETE ( THE OPTION Cr THE CONTRACTOR sPEculcnnoN RE`ERL"" COMBINATION 6" CURB & GUTTER f05 502 Vdi DEPARTMENT OF TAANSPORIATON 20f.OJ PLATE. 3.07-3 / ,f-411111) � O.0 general backfill (see note) 8. concrete ' 'V�%IS �j ,C•j • �- concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95%of ASTM 0698 maximum density. TRENCH & BEDDING Figure 1 select backfill note) STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING A 3' PAVEMENT FILTER CLOTH 5" WIN•, A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND 70' MII4. T B VASHRACK,..` 10` MIN, (OPTIONAL) N, , u.� • !0' MIN. . . �' Q,,s•S',, EXISTING PAVEMENT VDOT •1 I POSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE B TO SEDIMENT I TRAPPING DEVICE MUST ELCTEND FULL WIM OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' WIN. NcV ,, , � ``S 3` WIN. FILTER CLOTH SECTION A -A ADAM from IM )tat3 SECTION B-B _for Soil_ erosion- and Sedimen MKRRN arAL.a and Va. ASTC Plate 3.02 CULVERT INLET PROTECTION STONE COMBINA TION 1.0' 1.5' W' FLOW � 2.5' VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE S I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC 71`1 nn I nn /IF`rn nrn l /n/)T lVYI AI /r-AITC' PLATE. 3.08-1 rl,A HT- SCH-L UL-L 150-YEK P.O. Box"7'6-1� STE: PVAr=NS C-CrY -,(A 2.Z1656 PRAWN BY DRAWING 4* 5 4 0 - S (p I - 7 Lf 2 4 g q o 9 - S ( .03 F n x DATE s c A L-E sltA?,Q QuNgTIT I CA L- "P-"'L 'S,7-a —50-VNN LONDC)T\,l PAY'C704' 2, L"L� M O; �Le KOUSIA " Htum PLAN A,5 12eS?UWEV 7�, .'51TE �\( RtW&F-lCk C-0, PLAONINC5 10 f v" I r) C, I ie.,Tz V-,,/ rF -10 Z-o 1,4(,U�1-4 YEAV V I P-A.) wu o l�� I Wmp 4ze5f /- - �tn�1, 39�-,out�r� y � .. /nvl u -FFrx. gcr /,Jryrf l;va, vp i /GUt,",>A 01 v4 a ir Pve,PzE RCIY" �; 1, �90� / IV*4� .II I I 1, ", � - I,/., I I - I I � � . " �-�',,,,,, . I 1. If, ,,g� , I I l-W , , � 1 I 6 j "r"�, I , - _ 1 ,Y-V-�f,y.�; I,, I I ,// )\,._i%l14; _� - f I ) , , I ,. 1 �- -I � , , .�:1v — II % ,I\ , ��\ I 1,' ,F�,, 1 1� . .��.�.� . �I �I .,.� qI". I . ,I I .� �I1 I 1D , ., .M. . . I O�0 � " V,� 11II � T I � I,1 l I�1 I \ � I ,IE1 .\, I. I� 1LPR P w,O ,,� 1 IOOMSs8( "w*I� I I S'qRI ' COTL3q � A�\ g _t 1\' 1�,1` 227AC. �l1, "�1 \l �A�\-1 �P.1, EEA OF STEESARjII 1��k 19,904 S.F. __.,N,v,.I \1�AREA DISTURBEDi . ,�SIPSLOPE 11 ONi4J35S.F,.V1( .Il.11I f - II61� 1 - 1. , 1,,q%O�I,0 ��i4'_ ,J I" l � - � 1t �� ��11I 1� o k ,,1I— t4 1 _lI y p�41 M4" 9',t l1t,i '�I—lJ-f IA. - , �r, I 1,v"tiF _�__N �! 10/ )"1, _ "'��� 1� I. z (T�0!I/7; �F�. 4, 'a 4V'E1195A -1 I , V , \0 , ). t �w • I .;-1 q/ I�l•l 0V1 oi_ \, • ," g ." ; I :,iI " � ,NRAL - �a & �� �llri w , / ;,'1 � I- .. 1 6, ,. .. ff , I I �l k I , t, . , , . . �k , I. , I ...*.; .,� - , �. I I . , _ , � L1_41_4. , 4� - ___ A, � � " I , I t ,I P,��l � --- ___'3��, . . . , , , � . . � T. . . � . I I . I v I I , . . � I f I I A. I . I % k � I -17i% I , I I mm � ., : �11 t* � � , k I , , . � I : , ) , ", I , , 'Ir . or: �l 1, , , , . , , ;, , , .. '"' ; ,,, - . I I . ... "I ' , W,'�;�, �-,,_ . . ..-. ., _. . , iV WO'41'36 !� - ,,, .,� .. A,•X ,JLk. .L,k:A,k,=Akll e,�� 1'.."�1-1, !$UIIIIIM15 11. Irl-lill I -� ,,v ,,�,!,�`--- - - , PRESERVE EXISTING TREE BUFFEI IROPOSED STEEP SLOPE SCALE: 1 "=50' �\1 I I 1. . �t 11 11 �l \ \ � �, I 1 . , , . , I - � '. I ., % \,\ ,\!�, , '' � , I,., I � , _ � \ , t , , ,I �, , , 1. 1, � - I . I I �1 , .1 � , I � \ . V, , � I , . , \ , I I I , �,. � V, . I � �I. , v" , . �1 , I . I , I I ; 4t , . F 'I " \ I .�� � I � ... �� " " � . �l I . \' . I , , � ., N I'- " . 1 � , I , �q, , , I, , I , I � \ " , , 1. '. 1. ,_V', �l 2-k", % \ \1 % I � ,.,..., �, .I I:,.. I " , .0. I , I � � k . � . � � . , . , 1. 1,, . I , . , , , , , , , , , , , . ,!, , I I , �� � � ,,�,. ,,,-,�, ., ! I - .. , "', � .. . I . 1, I '' I I � . '' � , I �.;" N� I 11 � " " " I � I• .. % � . I " � i� , L . , k �Il '',. 1�', , I �, � ., � I, I tl �1,I�� �L, ;�,' -",�'i \ ,, 6 �,'5 I \ � t k / � ,ax �. ., d'1III1� z 04, k ' ,\ f 1� 11�z-4 Iw, - \ .. . I t \ i II : PIN 42-A- 195A NIF SMITH ZONED: RP USE. RESIDENTIAL Mj —.2 Z�*"Wl , , __ , � I __l_L 1 V.— PRESERVE EXISTING c I I I �' , 117 . I I I I � I . I , / , I I / I . , -, .1 . .1 � ".. -,I,, % 11 I � . I � �v`, , I" I I � I/ I'. I ", I /., "', 'li��' � .. � �. I 11 ; . , ., ,,, I, I i� 1.�', " / I � , " I "' ... I : I , , " : I � - I - . , i I I I , . ! I I , � I I /I , - � "I'll . ��� :�) I j I ,,, ( ; �,-, I I I , � . i � � 1 ". I 1_1' , .. I . t ,,�,�,l � "I 11 f I , 11 , i " ) % \ �f ,P,t I s I iI \1\ i.,4, �.o S," , oI:P! OI II I . I� � z,I D MOT I I � �I .� .T :. I� �I EL."PRO ,i_, % ':�- f� 111,,��l1WMS\ vI�',O, \1I�i w,�,�, , %.�- LOT #3j, 5 - N'' 1l 227,. AC ,,a I .1 _ O -,IO -j D2. L.'4A� N �D. ,S&I1 I� tAR, " I 1 , Ei\�7��1. 492fti•.W '. " .I,,k'DANDSDI ' 1I.�1 XIT .; .0 ,I Rll ' I"B E1 , .D WOO , I ,�. •� 5604S.F.,I . � �"V�evk _I�,1 I � I� 6 e� ,"� SCR' ARE s ,{ I : ;.GG )-', \ 7� '• A 1I�—, I 1, "I,�,", 0 X7� 1%t� k J . , ,I ' � � "M , I E- I 1-I , 1 • , • "i't , Il 7 �".- I ? tv- 1�% % j I a . I I , 1I' 0S, � , , 1 _, ,9 Iitk / l•� .i " f lI\ I Q F rr I1!I,, I- - , 1,A" �.-. _ t 195A I ", "o/I I .V"C, 2Ut , ",< l�Il11G 2 "?p *oI �j /11kNTIAL ;0"1,W, / ,./'• '- . ,- ,, \ /p / ��q�.1,t/l� - ,t` ., \ . I � . \ �_. � � . I . & . . , / , I wu' ��,'- -', . " - . Qt — 7- I I I i I , '41'J6 W, '21 � I—, ;m "I _.1.1 - ., " 11 , .1 1� I 1 11. 11 I � . I � ". I I - I., , _Ll __��_C __ 1 _.- - � I ___ ____ I - I __'_ -6 '* '_EXIST. dki F PAVV�t#l_ -� � 1�1'1 1, ill�:l . .. Ti,m,-;6z!,ql , 1111 I—' ;zl � �1:w�11.� ::.�'. " )DLANDS DISTURBANCE SCALE: I "=50' e- "w- I,Q'��R��P,_., l;",. ��1�1 , ��w,,j ; ,e ����'',.'� ' 11 , Z� _,'L_ ,, , y�A %F9,,jl� ;�pN ����$ N f�,N , j�f _��•y" a-emp1Z1-0 O�,k�_,,"j4*j0'"1 i,"V �� � �3a 1awM13,Nkg"m �",.&,V.. I'WRa Z"', o' "� �, . �;" N' i "�n,� , 1 , ,I ; � L I !��"_" �, �,.-��,l :`'�F"'�''�_� � _ �� ,� _ , �!, ,�1 Q�k,_",�'�R�, 7 . I ", �',Z",��,� � � ,"�. �.o�LO��1� .I,$ �, V.0, 1k I 'W�,g -��;,V;v4,� x", ���� ,` �L ., F��.I,:.jR,�,�._� . l 4 ' L,K " , .: IlI j , � 5 ,' .� .� ,-" ,Ll, 1l ,g'� , " 4, V1, , `R l , , `,, ",'�40�,i,I, Ml �, y V �* ,��I""k-���� %M2w '`�� &%_�,0 h�Y�4K "I"O' d6, " ,,7"��"I� w' -', I",�" w1, , �0q"T4, � t� - I �k1 t" ff�?�,!�, _ F. �l#" ?r� ,, "��, ""'tfFI�K "A,,WY 4 '�6wA I"l;" - ,It " �ie 1 "fg�"" o,,� 1Y rj, k"�� 1�""r,w�, ",, tS. ?"_L*"j,"", 43f�i �." '� "i%. '��. '' w 7 L ". �',_, z_— �A Il "% "I��"`"W�_ 7," ., ,�P���, ,l"1�,'��_ , 3 e"% _IO, jb • , Qk,, lg���.Vgr"-, g,�,-,,4 ��, .,.',f ��,'k , �,&�"", ��1�17�O� �k" ,V�!_E��4�'"�W'�V %.%yMi)q�,i r ' 4f�� .l 61p","""0A,"N , �&W�_,�� IIQ ; " A S1M11ffik, 1F'��"k0�'Y� _ A3! lO _�-�0�*,,p���*�"',, m lR " - �,�� ' 2"" ," R =Vt. �,"119, p "N Q41 ,,- _:, ,&- I : , LI 1. 1� .111 .. qll .r-. �.� ., I' ,l1 l%,,��. , , ,� . -,Qr 5 ,A ,. l , , '4,��� ., �%,'l �6y_ �fk�,F f��"�,�31 j� -- . ., 'I� lJ '. L ,, �I 'XfF". L -II , l gT, .w' -g�z_.r �� ' " - A ,? ; ,f�-,'." � ,l � , �,I I* � * 1 ,4,�e�"�4��,1," Mq4 ,lp- ,,�(&t�_ �tx_�2gp��� " gg% �4j , ,�' - 7,0��". ',i:-,Xo3ft , . �W('& ;�",__ "3m - 1 ,-� "%��, -�,Ir? ,A 1"m�""*,0 % 4 , - I�l LI , ,IIL � N,i L 0,�'I . W �'" � 1 " " I, ,,-� .I71 , ,,,,,I 'Xm§y`�L . % IIV, ,I ar �,,,, �� �, aka..,l_ , " . I— .- : 'i��:� .i� y5y . 84 "", -, , , --�: , - - "': ---z,.- ,�I, PIN 42-5-C2 I �. .,7 -I---"- ---- a x�_ N I " T LONG RURAL INTERNATIONAL. I.P. ,z-_,%",�.,,% �9, I, I 1, I -- , ". - __ .1 , .. - . . _11_�,�l _ , , I . , "'----- ZONED 62 " , ., 11 , , , 1. ,,,� � \ , _ - " - �,!,�-, _ .. __ ,,- P I - , '. §v . � ,�,�,lr,,,. USE. CHURCH (FORMER RESTUR4NT) � I " -"- - _" ". " VFM W_lv� I'--- -, . _z____ ;6 - ', I.- 1� . , e _ __ �_ , .. __ '. ..., '29� 0 ;," *1 1-1 . , -,. - ," I . .,. '�- &I , `Z;4�-_ 1 :�,J, , .. 7: " 4�.,,"\'4. _Mm z , 1 z! -: . ,--,� " ,&V.�l�I\% ��_3Q,,-' �1�4v_P4k";"-,0?1 iQ' - --- _ _ - - .I,:. _�-!,,%,_�_- �ll��. ,Q. 0.�0 v,� "Iss , -,��--c,`ov� l NV,-82&42,r-"�jS P0 ,_�:".-, a,,�._ N:�,V�Z�&-G�,, 0 r�,�0,, % y61 .h,z, , . . . I - l- � . - I- _ , . , . l _ - � - p j, : p04 * qtI .H,-.--W ) -.1 "w/ort� -�p� �-_ w11 S,-��_�,-' > �Z,'t4 ��j ; r' , _ I e�t�,) 0N� 11;_ 4rat 1%1 I. ,l,T, 'l " 1�,.�,,.w PROPOSED,.'IP1E' I, D E�_ S ,% T1�A A_ &L SIGNS , l, , I. _ " l �- z l l7e7 ! _�,I .,, � ". _ s --.I , r.,,�I( , i"' i s1I )� �. --0 �T 1, : : . - / i_.-- 4o % I, 2 ' i 0"\, I PROPOSED PEDESTAL SIGN/ 1111I k // /I - PROPOSEDa / j N"" f 00o I �.%A 11- �AST FOOD RESTRAUNT . ; - ., - .� .1, , � I ; qr1� ,///%',�(3000 S.F.) .P "1 GRASS; A?, / Z1_LOT#2&4G_, I f I/ , I " , � 1.101 A:C. 4, /,1� .0 /, IV , FOX RIDGE SUBDIVISION ZONED RP USE: RESIDENTIAL (TOWNHOUSES) ,>- .. 1".. -1 " 11 � 1. Existing Sheetz Store HENRY J, & EVELYNE D. FERMS P.I.N. 42-A-196 ZONED: 8-2 CURRENT USE: RETAIL STORE EARL S. BAILEYPROPOSEDF4GKr--0E-WAY T.M. 53-A-42A ZONED: RP CURRENT USE: RESIDENTIAL EXISTING CONDITIONS NOT TO SCALE ENVIRONMENTAL FLOOD PLAINS -- -------- NONE LAKES and PONDS — — — — — — — — — NONE WETLANDS ----------- NONE STEEP SLOPES — — EXISTING 19,904 S. F. PROPOSED DISTURBANCE 4,734 S.F. Z DISTURBANCE 23.8% WOODLANDS — — — EXISTING 24)192 S. F PROPOSED DISTURBANCE 5)604 S. F. % DISTURBANCE 23.2% N/F EMMART I W. H. AND SONS T.M.42-4-A NED: 92 CURRENT USE: VACANT APPROVED BY: DIRECTOR OF PLANNING & DEVELOPMENT Date CCUNTY ADMINISTRATOR Date PROJECT SUMMARY TOTAL AREA EXISTING ZONING EXISTING USE.• PROPOSED USE FA0 T 0�1AAv MAGISTERIAL DISTRICT FLOOR AREA RATIO OWNER/DEVELOPER KRA FOOD ES, L.L.C. 1625 APPLE BLOSSOM DRIVE WINCHESTER, VIRGINIA 22601 PH.- 540-665-0405 5.649 ACRES Z LInn KFC RESTAURANT/VACANT II-i CtINT PROPOSED PROPOSED USE 412-.-A- 195 STONEWALL 1.0 LEGEND � PROJECT BOUNDARY LINE . . . . . . . . . . . . ZONING LINE . . . . . . . . . • - - - - * , - ADJOINER PROPERTY LINE . . . . . . . . . . . . . PROPOSED WATER FAIN- . . . . . . . . . . . . . . ---- -- 4wi EXISTING WATER MAIN . . . . .. .. - - . - - * - ,-. ----,,!,, i- 1.11.11, PROPOSED FIRE HYQRANT .� t — EXISTING SAN. SEWER AND MANHOLE - - - - - - - - - --- - ` ,d `I,.a,- - PROPOSED SAN. SEWER AND MANHOLE . . . . . . . -_.*S,5j.__.*___.*S,5,j EXIST. POND/CREEK . .. . . . . . . . . ' - - - EXSITING WOODLANDS . . . . . . . . . . r4 f; Owl0 *I M W 401� .co Q 0 (m fAD 43 07 PC 1-4 0 q*4 f-f* of" P-4 Q . wr 40b Itol 0 04 WON 0104 ,to _\ ci N V) .7 n >� co � I- 1w4) m 3.1 0 T 4) r_ r_ (0 a: 10 a m _j 0 t2 4) 4) .S 0) a Ill SCALE: I 0,__jo I I 3RAWN BY: lz D. 5, PROJECT NO. DATE: 7-15-02 - SHEET OF 1 I