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HomeMy WebLinkAbout29-01 Charles Zuckerman & Son - Stonewall - Backfile (2). - , . ': - I I � 1, 1. - � " , I - - . -1 I . , � � � ., , 1, I - � . . I I I I I I I I I I I � I . , I I , , I � I , 1 , , � , I i : I � ,' � I . � I I " . � � . . � I � , , � , , I . � � . I . I I - � I I C. . I � . - I I I I , ., � , , - , I ,' �" , ,' - , 1. . . I -1 I ; e - � . I . � I , I I i . - . I . �, � � I I - 1� I � . - , I I , . I � I , , , . I 1, � I I I '. 1, I I I . I - . . .11, ­', I " � , I- ­ � 11 , I T I � I ., _ � , � 1-0 IT LC-10N NOZK!�,. . I C WS )1? � - I � I . 1, � "�, 1, , � L�. . 1. � . ­'­ I I � � I 1, � . f I I I � � ,-,I .� . ­OtNtRAL - � . I ­, . I � . . � ,� 1. �, . . � . . I I . , 1. I - t� , _ - I � - . . � , I " T (�, . I I � � I 1 , 1he'controctor shall furnish all materials, iabor and equipment and perform all ' . work including restoration for the . . I 1,, i '', . I Completed installation of the',ultility systems- and 'oil other im�'rovements shown or implied as necessary for- the I � . , I . I i ; � � . . . I � completed fo6li,ty' ready,f6r. use, ;Uril'e�.'s otherwise noted, specifications for all work to be in accordance with ' (� � I . I 11 __ . I � I I ­ . � 4 . , I . . I .__', . :'-, , , :;I � oppficable',� Standards and Construction Specifitat,ipts, of The Virqinio Deportment of Transportation, Virginia I ,, � ,-,, %� . 'Department a a ' I I I C - . . (OM719 IL- I � � . J, I � I I f, He Ith, Frederick County Sanitation *Authority - and the. c6ritract *documents. . . lff___� I I � -ted to locate existing , subsurface utilities; however, such may exist 'that are not shown. - -, I " 2. The engineer. has 'attemp . , , I � I - L lmsi , ,� : . .. . The coht'roctor ,shall exercise, corei in this work so -as, to avoid damage to any utilities. Any damage shall be the -�J A 7R T, , , . I cotq,ctor s ,responsibility. The ,contractor shall n6tif all urility companies 72 hours prior to construction. Call "Miss I - �, I . . .1 0611 I t.� 1-800 257�7777� : � I . yi, 11 (O � " rw .3 � '' � 11. W­_­Au'­­.­­­ 0 �� 11. �1111 _: I ,, , " �� - .. & I I 1� * b ; w1w, �11111111111111111 I'll, �17,g 11 I I I , , ir , I I ,I a "I'll I , ,_. - ill ........ � � � �� I V. E I I � I �' I � I � , . I 1, . 1 3. he contractor shall be responsible for al consitructiori stakeout, All dimensions, elevations and locations shall . I I . I . � �� ' ' . � I., be verified in the ,field'by 'each contractor prior to beqinning. the work. The Engineer will approve all' cut sheets. . . . . . � . I I I . . I . � I � . � I 11, � . 4; Any, unusual subsurface -conditions encountered during the course of the work shall be immediately brought to . � . . � . . . � I I I . � . � . I - I � . I . the attention of thi� Engineer and/or" the Owner. . . . � . . I . . . I I. I I . � - . I . 1. . . . . � � , , t I . . . . I I , , � . 5. Cciritractorlo obtain' "O' his expense, all permits �required of this work and shall faithfully adhere to the permit . . .. I I .1 . . � . I I" . I I �. I conditions imposed, , . . � . I L L__ 1. 'I ewo,291t0229 . . . ­\ I . � I .M � -, � . . . 1 6. A L a...) . . . . . ff I I � ,� I . All grading- for *improvements to Wconfined t th' project area. Any work performed offsite is the Contractor's responsibility. FA N . . . ,, I � . I I . - . " . ammr, A I 11 . . - .1 ,, . I . k . *7. ' Cutsheets 'shall be submitted to the En neer for approval prior to ordering structures 'and start of construction. I . J I I I . I . ! I . I All cutsheets.,'should, show ,existing ground .e i I I I . . . . . , I � . . L I . I I � Cations at centerline of utility, structure or road, and offset hub elevation. . 7 7 . Ei . a, I - T . . . � . . I . . . . I I . . I � . I . .. . 11 . " I I . I I EROSION� CONTRO � I L . . . .. .1 Iff (O TT . I., I NTA . 3A(Q, . 11 . . I— . . . L I I I . . . � . I . I . . I . I 1. A Land -Disturbance Permit will be required prior to initiating on si ie work. This permit can be obtained from the . . . , . �y it . . , I , 1 � L I � Frederick County Public Works Deportment.' . I . . . . . . � I . . I I I . . . � . . I . I . � 2. lein orary and perrrion6ht erosion control structures and, methods to be in accordance with the Virginia . . . . I � I . . I I � �. � �- , . � . . . . I . � '. - :. � - . . . I � Erosion tontrol, Guid6lines and local ordinances and, to be- utilized. during the construction period. . #======VIM /00-OM-11b, . , I I I � I - * � - . I I I I I � . I _____ffi M I . I I I . . 1 All -erosion .control- structure's shown or as. required, during. construction shall be continuously maintained . . C , . I I . . , I r I ,� it ,� , I I throughout. the.1period- in which areas are denuded. Areas shown to be surfaced are to 'hove stone base installed . . I I . L) . L) I I . 1. . I I , � . . . , W I , C), . . � I . at the earliest Oassible date after. establishing grade. No oreG is to remain denuded for more than 7 calendar days . . I . . . � . I I . . . . , I I I I I . . . . . I .� ion. is not in progress. . . . I . . � when construct' ` i L 0 v . V A,T) I .11 �, . 1 4. Contractor, to clean ,,up and, restore disturbed: ,areas imr'hediotely upon completion of pipe -la In in the affected area. . . . I I . � I I , � . . 1 5., AR unpav6d -areas 6f .the, -8ite.'Which are 'disturbed by this construction shall be pro\ � �11 topsoil, - . . . . .1 . . � . . . ­ . � I ! I r : � � fjertilizedi seeded,'compQcted and,mulchod. Seed bed to be watered and cared for - as necessary to provide o. I � e . I . . AMEER . � * I . � I F -r f�' �piq A i�i , � � "J� . good lown qualiity gross cover. Areas not graded sholl be disced,. leveled and seeded to achieve lown conditions. I I . . (111) . .1NAL S1111- . L � . .1 . I � . . . '-I- '"i I . � I . � . L '-K- . I APPRI�,)vj,, I QRE, & 'RESCUE ' . . . , . ;�� �� _,&z . � ��� . � I � I . � .1 . I I . � . . . I _\ . . . , . ', �1-r__o 1� I, �10e) I I I I I 1. Burning of.lQnd clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. T c I ,,,�� _C,� �� I I "'.. . � 1, 4�, � . . . I ( ) ().TA(pl N - (p7nm�% I _a1�Z,4V',,1 ` 1. � .. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs -and . . . I 1" I I .11, 11, ' a con ' . Parked vehicles and staging of construction materials ore prohibited . . . . . . I . '7 - t�- . 11 I . ,qd,dres must :be posted s struction begins.. I . I I olt,c /)1,1A1 J�_e)l 11 . - . . � , 'Within �' of, fire hydrants, 'Fire Hydrants ore not t 'be obstructed of any lime. . . � . I , �2eo 0 . . � I I I , � . I . . , - . I I I I � . . . � . I � � . . . I . I I I I I . I . 11 �_, I , I . . � . � �. 11 I I I .�. . FREDERICK COUNTY SANITATION, AUTHOR - .. . 11 . � . . . . I . . . I . . 1. . . . I . . I ,` I_ . . r I � 1. -Water and sewer lines are to be constructed in accordance with Jhese plans. The lines shall . . - I . � (11�9 1 (4� � 00MR! (`� . (41I A@ . . . I . I -_ I I 'M' 111 " ,.)6 � I " I I I . 10 M, A�r wo 4=61 � . I � I atilpitionally, rueek, all requirements of the FrederiCK County Sanitation Authority, . . . , AAr, t I . I � 6; Q 0 (OX t � 6;Ll L) �1( I I � 1� , " I . -1 2'. The Contractor shall coordinate with, and arrange for inspection b . . I C� . � I ­ ; I r . 1. t, theoAuthority. JZit � __ 11, � . it I � I I _.4j��XA(g�� . .3.� .Exact locotion�s of water,. and ,sewer services on new lines ore to e co rdinoted wt h the � I . . . 1� . . � - I �"(o tc; - A �� A . . - `1.�(o .. --- � I . .. kffi.ority'� inspeg-t9r. I � I , � . . . 11 . . . . G=-;� . . . - .. 1 4, The Sanitation 'Authonty's. mbi,nteinorIG6 department is responsible for the installation of I . I . . I . � . 1, �.� �l - . I I I water nifeters, t . h' I 0 1 'h 2" . size.' .Before a permone I rit meter is set, they require; 1) the frome and . . . I � . I . r . I . Tr u,q in � . . . . . � .'� I I I . � cover, to be propeirF . � I .1 �. I . .1 - I I � , , � aligned' with its meter buy and yoke bar, 2) the frome and cover to be set . I F� N E � . � ­ ' � � I . , - . :.� � I . .1 . " t6 tK6 ,final* grade ot'the lot; 3,) the� distance between the top of the cover and the yoke bar be . . . I . � I . � ,,� -, r D I � � r. . . I 1, , I I � . I between 1118 and'21 inc , hes*, ohd,-4 of the -meter box assembly to be in proper . . . . . � . �j L�, k,j - � ­ I . I I . �. . I I . �, I I . I � I . ' workinl'orderit is devel7op,er's/contractQf s 'c' s onsibifity. to, hove .the meter box I .. � I I �, ­ � � ., � - I 1. e P . I .. t , � A, .." �. . . . . . I . 1, I I I � - I" I , I �i � 01 ly installed correcIly, , . . I � I oc� ?, I . I L , � I ' , . i, I . 11, L �T�or Water and sewer sery . es that. connect _to existing lines. . . I . � I . � .. . . . I I . � - 51 - Ic . . . . . . . h , . C � I I � . . . I . � ,, � ­ � , - . . 1� I a. The locatioa of 4,`ht service loter6l"IsJo rbe cou,"rdinoted with the Authority's engine i . . . I . ", I 11 . I - . . - ering . . � . _I n . I . I � . . .1 .. ­ 11-1 - N���Oln�v� , PMP' I .r I I torit. 'An application for ser*� must:be mode and fees paid before work will begin, .. , �(. �j t 11 ! ?. , � I - I % '4V, � " . I 'i ,!a __ - 'i d ii� - -1 I ­J � ej�l � I I I , , . I -� .", , , � . � � I . , ,� - , . � I ll ,1 ii, 1. 111 - �1, - 11. , 'x ­.. , , I 11 'K. � - t'.11 ... I "t "�I.d', �� � 4� . r I I ,.,,,, . I b. 4es'Austhority shall furnish and linstoll oil :5/8", 3/4' and 1 " water services. . � � �. ,4,�,_�, I 1� - �� " 'l, �? I ' ' ' �� - I `e I tl P , -" � . I . . � - , I 1P t� I �, � I -, . I . I ­ I . . . . . . I . I I I I r , . I I I . , 11, , I - I I , I" . ­ . I I Al - . , ,, . , . "111� � I "Ji . �, "', - - � I I � � 0. I I � L I , .11, A `,c 1�1 e , 1, . �,,� . � I . , ,,,- I � - ,- .. r 1� I r I , ,--', , � �, - � � �. . � c.% For � 1 1/2" and 2" 'water services, ,the'Authority shall make the too and bring the piping to I ii�,& . . .f4 , ,� - , �,�, , -, , . I I I . . I I , I I i�,,,, 4 - � 1_.. . �1, , ". ;, , � - � � ., � 'i, . 17 t � , d . � . I , I . - 1, , 0 . ,,, ,� 14 1 P . � , " , � �.., , S,'�­, , I , � 1_.. . , , I . �:Ikli, ,'��, � � -1 ,�f 1. � " I � i . � I - i the property line, The contractor Is to furnish .and install the meter vault assembly, The ", , � il 1 , _�,�. 4 1 " I , I r, � , I , ti" I I 1 71 1�", . I 11 I I . �, . I I i, � , , %,� i, , " , , .11 I I ­.%, " , ., I . T)� � �fyl­ I I I - . ikll I i , .. , . . . I , � � � .� -neler. I . � ",I -1� � I "'W." I ;, " � - - 4 -1 1, _"',' " . ,,,�e , " � ki . , , t I", 1� 11 ,,;, i - . . � � � . . Authority will install the I � , iK � ,J , , ? ,,. I �, ,,, , � ,; Ili. ,�, " , ,e� I � I 1 117� 1 1, ; K . �- - �, ... ��, . , � 1�� . . - - , " , , , , , , . 61 1 1 q ­ ­,N(1�0, , � I I . r I - - 11 P 3,J ", , . , 61 �1.0% Ili I . - I , �,�%,,., .;��ry' " ., ,­ " f�.! ,, , - 1, "k, 1� . . I . . . . 'a", i , ; �u - ,� " �� , - - � - I 'tLI , ­ '­ . � I - , �� it, . , e e ,,'�' � - - . I I '. . , ­ " , .. , , , , ­1 .4l d. The Authority will install alir sewer laterals. � . 1 -64, 4', i�*41-mll-"� Ft � � " . . ,I 11, 1� . , V_ � _11_ . � 4 I � . F" " - -, - " , , -11 . 0 0-41 � , ,,,, , , ,y, l� " . . & Y � �,�, e : -, , I , I I " I . ,�i .r , i,�' , "'� I , . . � . 6.- . When an existing water main is topped for the instaflotion, of a- new line: I . � L, P , . ', ,_,� " 1­ -, ( , I , , 1. 1�1� . 0 I", , �, �f , . ,, , , ,� - I . I - ,� - I . ., ;,�;, ', � " 'l . - � min , -. � . - . I I ) - 1, �.,_ �il 4 1 , . .1 I �14`obfqm . . 1, - � _ , � � I . , , � d , l, �- ., .,� �,� ,g � , ", - , � I 11 1, � 1­1 " ­�,, � , , . �, 11 lj,.'i�t,yr �A -, j " ". .� _,r . i4 , . I I . , I 'r . , ; ,, ., � I 11 " , _­ .1 17­� W, - , I " ,­- "' . � . 1. - , � I .� I 1. , , a. ', The Authority shall- furnish all labor and materials to make the top. . . J 11 � , = - , 1,4�1 tv", / i 1 _�), � ." , . , 1� . 1� : � 11 1. . - , - I , , . . a i ,� '. v ; �-,�, fit k �_. � . ip I , ,.% . . I - I , , ` .., . ",i "', � - - 11 , , I � � � ... , � � % , -, , 1i i , 4- k� 'i . � 11 11 . , , I �,�,­ � ­,-.�A I I "� , I F$M111A ." �_.', I 11 - 11 . I . I - ., " I ,,, , �,e, ­ , -1 " , 0� i1w, " ,, � � . I � . . . I � , ., 1 ,,, I 11�1 I g "r ''4` � _W i iS6,. ., I I b, The developer contractor. must: (1) make. application Jor the top, (2) pay deposit (before , � 1,; , ,�, � . I �� , k * . 1�1 �� 1 Z ,� �, 1 �w -, � � ;r , 1, �� , - I - 010!� , " , t'� -.tvt'�'L)0? .� " , -��-�­ j , � ��, ,'r' 11.� , � I 1, " � . M INDEX � I ., r' � U ,� - � . I I - 1, . . . . .; ; :(3), mark the location of the top; (4),, make final. payment when the work is completed. , I 1�', - " ,� ­ - � 1�1 - dr, "'5 . nt,4 1 � . SHEM . . . I I I � - - � 't-�,,,.,,4 ,."'o , , q.." �' ,,,� - & I ", " �-;,,,� ". , . . I I .1 I ,� � . ` I", J�, 11 t�,, V I `.. , ,, 1� , " , � ,,�, -1 ,, . . � I I W ,� . I , ��. � I � , . . I'll � I . � t ,� �19 I " I � , . - ,, . , , '� ", ,, t,�, � - -,tM ." 4 1 'i-, - i,�' "' N IV- . . I � . ,_,�- .� viy ` I �011 ,,,�� ­ ­ , , . 11 I- I 11 �� -e- ` - It, , , . , , � , , . . . . I '. I I , � , I "­ , , . . �.A� * � 'L" , � I J � '0 - , _.,� ,� 1'11,� � � � . I . . - �. . I . � ,r" ,,-' 11 �%, .. ;-. t", - .14, .J �' ril.., I J . . . �� , � 7. 3he contractor shall- tie-in,o new lie to on existing manhole -.by core drilling the manhole. .. , : . , _,"'. �. ,� kll,� . . " , , " , , I . - I ­ I � 4, , I I . 8, . Any wdt double check valve or RPZ backfiow prevention r , I,. � , . , �,."-; , , 4 1% ��, " r: " - ;­ �1 er service line must fibve a , '4� � eVtL__4`_X . -1 - - . -1 I I � - - ., '' 11 . , �, - -� � " , 7 1 , I . , ,., , ,rT , � 4, , /', _-,�,�T � , I � 'it , Jt4�,�, - " .4, , . . / I , 1, � 1�i � ,,� 0 COVER SHEET . . . 1. . . , �., � ' ' ' . I ., � � � , ". r I i, ��4 � , , *1 �' 1-4 ." '. , li . . . embil -as required, installed. The assembly shall meet ASSE standar'd,NO. '1015 or 1013. . , , , I I", I 11 Ire j� 'LLL 11." .. ", .1i I 1 . , r, I , ­,�. ,,, .� I , ti , . -,�_ -f '%ro . . . � - 08� . �- I 11 ­ 1-4 . �1 I., � 11 '� , , � 1. A ,�e y, . I . � . �%._ � I , I 4 I � . "I"", � . I - - I -� � , ' - I . I � . 1. -I... � �� ­ i . . ", . 1, . I ,requited. - .- . � �� . � -, �,-,,,, ,� I I.... �� I � �, "i"W" , � " ..�,,, "A' , -r � I . . . I . mote ,readoul, is $ � .1 � , . �_ / ­F�tw"� f . . . . . . � . . � . . 0, r, , , ,;_ v,­ i� - � � � . " � e <'k , � . . . '0� � � , ; _k.� , . 1W � -, I -�, ,� I l&',.;, � . I . � � . � . I . , . I , , It" ,�, - " P , ­�, r 'k. - I . I 1 �1 4, : , I . ' ' All fire lines shall have a detector double check valve bbckflow prevention assembly or a . , � .1 I " . 0 .", I I l, 44Y :% ,�.f SITE DEVELOPMENT. PLAN I : I ' I � r1l - ' I I I 9 . I .1 r V 4 -, . i � � "','K , , '! - . 2 . . q I � I . . . " 1 . ,�P . I . � " "I .- I I , I ,,,�,�, , - 41Q , ,,, t , , � . . . . � . I . . . . . , - � , , , I uired. The, assembly shall meet ASSE standard No. . � . . it.' , � . , , �, . , _�*, - 1, 1 4 � .. . . r. r �� , PZ' bockflow,- prevention, assembly a's .req liw . ,0, ­e , �, ,�, I I ,.' I R ,C- '4"l-, . I . el ,� , .. , . . " .f -­` � -i , t'�,� 1%1� I I I - P., , - ,i -\',. . - - - � I . . . ,��, -, 11 " .if' -; , �Q. - -1 L , - � _ . . I I � I " � -, *'� �, 11 I ''., . . - , , , 44AINQ 1, ?_ ` � , " ,� .1 �f � I , I I - . � � !" ", "" . . , IR i I 'I �4, " � 1,, 6 , , If'e" . . . I I I � I , , -11, I - . . " 1 47. A, r I '� i � " ��,�_,)" "".1 I �. � 11��Irl - , --i,4-4j. 1 . I . � 11 - . � 'i `�­ � . I 1. 1048-or 10 remote readout 'is required. - I .� . . . . -11 pi�� ': 1 1 I , I 1, � , , .� K" - .1 , , I I " I .-� '" `_ MISCELLANEOUS DETAILS , ' "k, I I I I � I I . I X I 1, - . # ,, , - __ - 1� "�L . d" � ,, �, . , , - - ___; ,� 3 , " I . , . i /ll', , - �`, "" V , I 'o .1 - , - , . . I . . .", 1, , - . �, . .b I -- , ! " 1� fv��,�L',o , . . I I � - ,/:,�, - ,r ii ­�i - " 1�_l, - e - / t . . . ­ . I -RG � M . . . , , ..? . :, � .� 1: I �, ,� , ,,� � 11 ,il, . ,� I I I I LV! INIA,'.11EPART ENT OF TRANSPORTATION � Y, iq�. ,,�­ � , � � , %,p - - � "', . r 'I, , , "W'' . . I i_. , , _ '41 _� ,P� , ", , 1� . . I I , . 1. . 111 .". , I I .._ ,,i ,�., '' -, ; I � I I . - L . . . . ff � �!, I " , � , , t'., � . I I . I I " a � I , �'S ,E,­,� . . . A � e , � . i � . � . . . � I � I � � 11 1%, I . . , � i , I � ,,l ,� 1 .5�, , ., ., , " �: � " 17 , !­,,rk� -.� " . . . I . . . . � 4 MISCELLANEOUS DETAILS . 1. 1 . All work .on ithis project shall conform, ,to the latest editions of the Virginia :Department of Transportation (VDOT) . I . . " -h ' ' � . "I �1 44� � - I . . I - . . , "" " I . � '61 � . . - ,," 'I - , � � . I I , I I 'AREA ' � vt,,,,;,-, ,-,� - I I X I .1, , , , , . e7i " , 1 . I I I I . . � , �,� -, -e�, , ��_. 11 � , '. �, � � , , " �, - �,. � , " �:"�, - - ir Road and Bridge Spe,cifications, and, Standards, The Virginia Erosion and Sediment Control Re s and an other , , �_, �'. .,, "' 7 - �'A'� " I � - " , , ,�e I., ,�q , I � , . . I I llt'N F I I I ,,r� � . . . . '1P . I " I .. , ,J ��.,, �' �,,J� ­ ,�' ". -'? :, I ''I . . . � I . . � - I I . .J - I % - " Y� �, ?­ ,� I I ". "o, 7I ,'�,,,,_ � , ,�l _ , . 11 ,r;� � ,� I , ,,� I . 4� , , ,� �; , 1, ­ , , A 11 'i. I I � ` . I I I , I . I I - . I � . , , 'i " st',, � , ,-�, .�,' ",-;"Z'�". � ­1 . � - 1, I I x , _ l' . . . - , I - event of conflict between any of these d , sped ications . , I L . ..state, fedefol' or locdl regulations applicable. In. the = s - ,, 0 " 'k, ,� , -, , I - , ". i ., I I , ,�. �? 11�1, " - t, " "', RESPONSIBLE LAND DISTURBER: . I , � . . � " , ill - - . %,- I , ". <�. .1 I � r,o _i� A .; " , ',,��,l i,i. . . #t , �, . or plans, the most stringent 'shall govern. I 1, ,:­l,-1 2 F I I I 1� 0, -, , q�t � , � . . 1� .1 . � I I �i�w . I .� . ., I I ,---, �, '4 � T�, ­ � o, , , , , , �,, ti� � � ,,,", -,� �, ,.-. �, ,, i, ', , , I': .,�,-,,�, ., " I . . � ,� - t,�, , � 4, - t , , � 1, . I . - con�tru I I I a I . . I i . , � -�, � - I I 71 - --, , , 0, til�� , . " , - , ", � . . . . � . � 2. All .ction shall comply with the latest U.S. Deportment of Labor Occupational Safety, & Health Administr tion ,Z 3: ( 1, I fl. " 1 " � �', - A, -, , ., , 1� � - � I I . 1� "I � I ,i � . fe� , , - � -, e " � . I I . j ,,, ., �t, ,,�, Qk " �; " �,',,-41, . . . , � I I 4 I , 'r I 1, __ ,# 1 " , , I - 1. . . . ,_ I . I 11 1, equ . . - � , 1, �,-,A P,;iY- ­­ � , , , "i, ,4 V , ," . '. . � . . ,,. I , , , I `,� I �1111�- /., - - iiA ;1 �. l- _�"�,,�� ,,, , " �- _* NAME: ' I � . and VOSH Rul'es & R 1ations. � , '. �` �.. . I `0 T ' - i ,,, ." ,,,�, , " I V . , � � . 4' , 0 , ', ,� r , , " _/� ,,, I &�Fr, - -1 I . I . . � I I . 1.1% , � I . - .1 " 7, , -1 � I , - . , . " , � I � , . q , , , &__ I -�, I ,,, I � . I" ,,r, ­, I � I ��. � 'O, I � I - A , � ,�,� -A ,0 T.,W."'.. � . " �., . �, 4 , " �, '�' N;� 1� .. , � " � � . . . 3. When working on VDOT rpiht-of�woy, all tr6ffic Control h th r monent or temporary, shall be in accordance � I � , "'Cll , . � I I - � ill I ." - '. ',-Wl 1 , , , " `-, � ." - , , . . I . , , w e e per I � .,� � _� . , � 1. 61 A" I . �� - ��' -i, ',�, '� 1,� I . , W�­, ,�''74.1 , __ Y I CERTIFICATION # . I I I � I �"'_l - ,., __,,.A _�,,, ­­ ,. l, ­A""�� 1P1Ai.%;4 1. I � � . 'I' I " . -11 . I I , 4 �, , . , - 1� .1 I � ,,,, I I - ( � 'O I " ,_� " - ": �',, 4" f-'..",, " , ? .1, 4, , V".. I )/x .%?. � with the current edition oV OT s work.orea protection manual. Furthermore, all traffic control flogger$ must be . . 7- ' "i I �Q-v , ,,- - el, .. �� . OWNERIDEVELOPER . , I I 3 - , , ,��p - e ." V - "4� . � ! , I ,� - r" , ell . , � . � I/ , � ` - , �., , � !V'; " , , " ., .. L_ , , , . . I , * , � I s -1,994 (or latest edition of) 'Road & Bridge Specifications, Section 104.04-C. I � �� � " *-. - $ � 4 -I' 11- 91, 1-il 11 ,`,�,:' : ii� - - " ." �)-� '21,,' . 7 certified iii. accordance �Jth VDOT` January, � I 11 1:1 � ,,,,. , � ,/ � :�, i� , I . h'. I ,�, I ­; -Z: , . DATE: I 11 . li, I? I - " I � '. l "" , -, " 1�81 , '. , . � , I - 1. , xl�� . . � �T'_ - I - - � . - . " � ii, " - 'T , 1� 11 I - -�* , ­. 11." -a" A . . I I I . .1�1 , ��-'� -1 I 0 4 � f, , ,- , ,iz A?"- _� �. . " .�, - . I" ' ,!' " - 4, vl� i� �� .�, .� � , _.- I I 1� 4. The developer shall be responsible ,for relocating, at -his expense, any and all utilities iiiiinc luding traffic signal . � I . I I',- ., . I , I . .. �., , �V� _01! .. � ',- 1, ,,, -,�N ,fl �1' ­ . �', . , ;� ; " ',;k 'y' , ". ; -� ,I " �� . I � I . .1 , , �Ili& I ,, '74 6 I -I & � I CHARLES ZUCKERMA THE RESPONSIBLE LAND DISTURBER . '�, � r " 4'', - �f j", - I . � . r 41F 7! 11 �� ','­­.­ I � t 3 1 Al 11 lil I I l,' I h boxes, &ontrollers, etc� .owned by V.D.O.T. or private utilit company. It is e .sole responsibility of � . � 1-'. , I- .�, I I I � � " �,,, I , , I , . I I I �� " 1. ­ I ,ir .C., & , . , � - � . . . . - ,�ofes, junctio I � � , `-.�, -- , ­ � ,z ,-,- ,�; f� - �,.�ll , , ,� X i I F * . . . I � - . ­ - ., , i,-,, K, - " ,7 ,i� i- N , , - W , �, .." "'i1q.. � �,� ,4 1 ,�V,- t , !,- '' C � I ­; , � j .. . I I items which may e in conflict with the proposed construction I � ft I I �,, .1ii, - , 4, 1 , " I -, f . , , ,. r� I � , - , ,�� ,f.r,f, ,., "'I"i" - ,�P, � 11�_ S -, - �� A,; .�,,.4 i . . I - I , , , " -.,, � 1 . IS THAT PARTY RESPONSIBLE FOR ,e , , - �"t � , , - , " , � t ',I. � , , , �_,, , _'-�� ,�,,� -, 11 I I � he developer to. locate and identify utility facilities or I I � I I 1�' _ e ,� "" , , , I I L , �ell , �r%,,,�. I I . , �. , _ ..,l,t � ,� - 'i, ,P_ ,,, , 1 ""4 � � ­ ,�'t N "'. , , , 11 - - I I ,/" , , -1 � , , ­. - �j, ,f, * ­q� , rl V �,;;, I . . I . , 4 , t , I . . � I . ,�,)'., . . 'i � - 1. l 1� I f f2 ­ '­ � �"� . . . � � . I , " ,e I �t ,,, ., � . . 'P "t',!! ", " � � , , - � - � � activIty. V.D,O,T approvdt of these plans. does not relieve the developer of this responsibility. � , til "I I " '�" ,4 , , , , , , ��,, ,� I . . . I . I i : -, ,,, , , . t ,,,, . , , _ � J'r , ,-,, -:, il k;l "', , , � ,,�'!"i � ,l', - � 4 � � , � g. -�,_ I � �, , I I I � 11 � I ­ � � , ,*y ,� - r �, . �,.k , �,,4_ Oh I I I � _ I ,_� '? . , ­ �,J ,J-.�:i I "', I ,� , � V. ", , . � , - I �Iiv , � 1,1'..il -.1 1, . 2" � ) . - , I , '��- -of,%Z "'?" - - ., , , . .1 I I ,�,� . I " , " �,� �. I I , -'�/,�,,' '. -, '.." ,1� �_, ­­ -, � " , r MING � I . " � . ,5 Design fecitures relating to construction or to regulation, control and safety of traffic mXbe subject to change ,/ , v',�$,i , I � � �,� ,,, .,, , . ; f " , � - I WINCHESTER, VIRGINIA 22603 , CARRYING OUT THE LAND DIST � _ "i � 11 I I "Ill � �. 4�',O,". _ ,W it2"i" � � '' � . . .. � � ,l�,� ­ . " i� ,I ,'� � I I , �, ''. Ar" " Ca I I I ,� " � " . y . , , .., _�, 7 , . r " , ,,, - ,- J �!�-W, " _: I - " I , 4 , � �! - -,, t, A,W, -�', 4, " �, M I o; deer'ned n-e'cessary by VDOT. Any additional expense incurred as a result of an ld revision will be ? "s � .�, , "'.. _.% � � � . I � , , . �&iv_ � , .. . 14�11,1.1 ,� . . % -. . _�,,, '111,01- . I I '. - I , I � � veloper, - ", ""', , lra� � ­ _- - ,- I ­11", I I I ; - . 40-667-9000 : ACTIVITY AS SET FORTH IN THE PLANS. , - 'lw'- � , i,1 ­ , 1.11 ?IP14". "I , � 11162-Tw" , j�_' �4' . � . I . . , , . I 1, I_ , " ,x'1_.,.,i51d.,P,"a -,e " , , � . - I responsibility of the de t, I I I ov 't-�'�,�tf�,.,'�,r�',,-�"k,...'I -a , I I 11%',O� , 4-,I,ii,,� jl� ;, ,,­��_rl­"­nM­r -- .,­­,� ", . � I I I . � I . .. "" � , _ I �.',­ ,-, - , ? i,, *2�;y*Q'7'&,' ,� 4�"­ik,ls �, . � � , � . I , , g A .t,�,; ,,, , �,". _.� 44 1. I . I - 4 it"d , - � , , 1 �Q � . I I � . ".: I � ­ /,.,�11 I - . - , � ,A , . 1i __,1111 � �V,� . . -.6. P 'or: to initiation of work, Contra for 'shall be responsible for acquiring all necessary VDOT land use permits for . J ,P �', � I . ,� , , �, ri c I �t�� " V", - ,_Y�. ,., .- ,11 I � I , . . 1_.. , .. , �­ ,,,�, ,-, -, "I", , , -,,.-,p-- ,� " , "M �T, `,�� ,,,�,A ­ . I . I � , ., ­� .- 1 ,�4i � " I . 11 -Y ( � I , , 11, �, I ­­ 11 " , 1, " � 1. i . I I . ,, 1, - � , � Y, .� , � , I .- � - ., ',�, " �%. 41 I . -- way. . . I �i I � n" �, -, : , �,, - - 't ,�, � I " .1 , 1' - - `_,� h _� ,�', '­'�k­r�,, 'p" -i "' '!��, ' .' ­'%, 4 " �` � � � . a y work on,VD,OT right�of � " J , 0 � ',,5, i In . I : I , " I I , . . . . . . . . . . 4 11 . - I �­,- � . 11 � � - . ,4t,, ,1 I I � . �1, � I . . I � "", - , I " � _ - 0 �,­ , "" �, , � . ,i". 0 , -11 " , , .. ., ". :,�, . � ,.' . � . . � , " , - . I , I � I ,� . . .. ., il - \ , , '_, . .., _ _ is�, � , I , � , , S ": I � ��,- 7 , , , ., "i.,', , . ." �,- , , , I . ,�q,, , , � �. g �j I v � X , , . ,�� ,.,, I . : 1�1 I F , " �', � 1� ,� �, , , -A - - � ,A* " .,�, ,�'; ,i4_,"_-, . I I r" . . - .0"", , 11 .tr , ,, I " . . ­11 . I , - , , I I . i , , -111,10 I Ili, 'k %�� ­�N ��g, -��' ", :,' . -1: � , ! �, 4,��' '-. ,- - � , �, ; r . 1; " ,; " I r � � I I � I I I 1. . 7.. If required .by the local VOOT Residency Office, a preconstruction conference must be arranged and held by the � � , .f I -, � �'� r . I , r I � ." , ;% ,-. - ., "W . � . WAIVER REQUES ., ", V " �, '' , " �,,' '. ,/ 1� , K '4%,ii, ,_-�], . . i .- 4 I & P�`X� -, ii`4 I I -companies and VDOT - " - I , �,�; k,� , , , � 1:1 ­ -, , i ,;q 4 ,J �� " ,-�, -pl�,,*'_'f L F. I . � � I ,oingineer and/or developer with the attendance of the controctor� various County agencies, utility . ;," � ,, , ,,� 4;ie 1 ,�­ � i"4�, m - - . I . ,.. I - , � "'r . ,,S��= . , " 4�', 1� L " S" -,k , , � ��,, '­, _­ , -� I � � I .'�. " - �,i,,%l ,,."" ,i ;,I , � .;� -, g; WR,g 0111 r 4' . . � v,�- -- ,, , " I I " J. ,!,�­.v _�,, � 6 - - ,,;z � �-,,!� . THE AREA DRAINING TO THE PROPOSED ! ;�'; - ,, , �,�,,._, "" "O . ", Na 'k. - I . I �141`��f _v , 't , ,- _, I - I prior to, initiation of work. I � 4, 'I, 1­4 i ,,it -'tW,,tt-7,% � , . '- , , t ... V , "., - - �,; , . � r . ,­,� � , P, ,- � �, A . , ,,, � I'll I . " I , I , - -,�' 5A ; X , A I I . , � ,,,.,;p' - , �� n . . .1 ,;, , , I ,,,,, - �- -1 I 11 A. �,_ .. k7; . 8. Contractor shall notify the local V . , � 0 . I 1. � ,DOT Residency Office when 'work is to begin or cease for any undetermined � �N / I I. � I � - 1, i , , , 5% , ,�', . � �� , � 1:. IM ­­ _ZT �&, - , - , ­4,,01 I 0i i, . i ; - 1� I , , . , I " ­ �,, , Av� , � , ,�Jf' �, � `/. , �1, a ­;�,"� -, Z " � . . . I r I . r, , , ��,, " , , , � .F I , � 4. Z ­�.7 , , ,4 -P, " , , 1--i I . I I � DIMENT TRAP 'IS 5.5 AC.11 I . ­ I � 1� e , , I �,r , 'i" A` , �r, . � I'll, " .,i, �- - ,,;�,, , -, , - .1 ,2 �"1.1�11­1.­'-�­"r . . - � . I I ir � ,� � � A .� lelal 11�1 , I n I r ,� " I '­ �� . � , 1­1 � - ", '; ' ' .! ' , , .1. - . . , , 9. .0 �,) " - ��. - 'k'kh? qV_ � -on. � i� , - , , , � k i! _-, 4,4,4�,��4` r "�t', �i, 1. ;� - , r . le igth of time. VDOT will also (equ' e 48 hours notice for any inspect , ,�.,. 1- � ,� � , 9 , � r I � F ,'t � �e , � ,,, ,�, 1 -1., "` " ,,��,q ,� , , �r , ­� , , A . . I I I ­ 1i ­ , 11 k- , ,';. �� ,,,,,, . � . -_,�A "d �,: " 1P. ,�k,"", �: ,,, I 1 �4�-� - y �Ii __ ". .k-. ',^ � -� . " "`_ � 0, -, - -, ,,.,' � 0_7 , E �";. -, P�� . I I � � 'ej, � I - �, I'll 'Vs � � VkVt�", I . I , � - " The Cont'ractor will be responsible for maintaining adequate access to the project from the adjacent public road- lt" . . , I ­ �, r� I'll' ,�W, 'W �, �':o AC. ALLOWED BY, , I � I � ". .1,110 �, �Ik_ "lij t:�' Z , , il� !,: , , . 1. I I , � " N .1; . I I .�, xl � I *,e - i_�,, � " . - � I 1 1,;g.11, I il . I , , ." ,;` , � , . , I �t A—% "N . . I . thr h , - -k I ,�;,., - ,,, ... "' I , - 3" , 1,.,,� � �_� . � . 11 19 �,,�,�, - �r, " �� j..., ti lg,� � , -1, '. , I I I I - . I � wo , . construction and maintenance of a Construction entrance in accordance with the Virginia Erosion & . 1 ­14: � . I . , , � -, , 7 �, 'i I � � , " - " -,-tl THEIROSION SEDIMENT CONTROL . � � _1�4,6'ilsi - ­­ ,�.x , , -4, -,' -,�, ,., : � � 1. � �, . I � . , ontrol Han � C a . I , ,, , � ­4 , 'R �V,,,,�, ',,7, O', _" -I, _. 1 � I � . I I -11 ii� , . � , �, . Se imeat dbook, Se* '3.02, Furthermore, ccess to other properties affected by this project shall be . I I , � I , � ;�� I't, , �. - ­�,' -i`,r X!1�143�f. 1"d 0 It �_ ,,�­ �%', -,-,Z�;e _,��Z, IN14' � � . . . I : . . I I ,r " . I � "I , - , "'k. I I., I . r-UCtion, The Developer shall have, within the limits of the project, an employee . - �_ , - I I ,�, �� - � 1� 0 � 1� ,,­ ,� . . " friointoihed through conSrt , 11 _��@� X,�% __ � �X� 4, .� " 1. 't � � - � . I - 1, 'J. ,'� , � 1,1%6�­ 4 I .1 " " q��, J, ­ I '�- D AND SPEC. 3,13. THE �. �_ - , 1, ; � ", �4, "v,��,. ln, ��, 11, . -;�,-,,;-,i,-�� N "_,-�','�4)�'i!`,.i q�`, . , I .. ' I I . . . I N 1 -64 - - A , '149 , "iZ, ".. 'i" " I . . . � 11,i . - certified by the ,Deportment of Conservation and Recreation in Uosion and Sediment Control who shall . , , Y� -.' '- , 1�-_,,,�, - -1 I _,_'. 1­ � . � , � . I , t � - - " ,� , �� - . I i ". I �. I I. , l , ,.A,k,',��', "­�. �,,­ �,,, . ?, 1, ,. I .��_ 6 "I"i 7" . 11 � � f r , �� �, , 1, �,','v � - - . 1-1 �� ," . . M, . -4,W . . � - . . I . 1, � L�191V 'P . ! " 4 .1 ,� - . . . 4 . I � . . inspect erosion and slitatiori control clev�ces and measures for proper instai,lotion and deficiencies immediately . " , � � - '61 � � :,� t, 14 __,� "� "'ill , . TRAP HAS BEEN SIZED TO SUPPORT THE � e� A, '' � i'. ?, 1, i, It, lil"k . ", - ,qy,'� " -1 � 1 7'�, . ", .Tre , (F , , "' .� " . I . I I , ofte,r each . rainfall, at least daily during prolonged roin all, and weekly when no rainfall event occurs. 1166-6. 1�. . I , e . � , 2 I,!` & Lg - LX1" I - . I . . . � ", �, il, ' . . � I LARGER AREA'DRAINING TO 'IT. A WAIVER � . . . I , � I � I 10 Cont'roctor shall ensure adequate drainage is oChlieved and maintained. on the site during and at the end of construction. . . " � * L . � � I � . " , . . . . ,; � , I ill. All. water and sewer lines within existing or, proposed VDOT right-of-way are to have minimum 36" cover and, L I . . . . TO THE 3 AC. LIMIT IS REQUESTED I * . . 1. �L , 1, . I I I 11L when possible, to . be installed under 'roadway drainage facilities of LC Vicinity M a P - . . . . . . I I . I � . il 1 � . I I I - L . L onflict points. . . � I . I , I -, - . I I . . 1. I �, " .1 I I . 1,2. Any ,unusual subsurface ,Conditions encountered during the course of, construCtIon shall be immediately brought to . I . � 1. I 1. � I ' I I I I . the, attention of (he, 'engineer and VDOT. Work shall cease in that vicinity until an adequate design con be determined L . Scale 1 " = 2000' � . . OWNE 'S CERTIFICATE . I . . i r . ��,! . by the en neer and approved ,by VD.O.T. L ' � . � , . . . . 11 . I 91 � I I . . I op � . \1 I �. � , " , - � . .. � 13, All fill areas, borrow material and' undercut areas shall be inspected and, opp(oved �by VDOT Inspector prior to placement . . . . . � I hereby certify that the property contained in I I .-1. . . . � . I . 1L I . . ' �., . I- - 11 , , 1. . � . of fill, Whe�re CBR testing is required, a V.D.O.T representative shall be present to ensure the somple obtained � this Subdivison is with free consent and in accordance 4 � ,ell . . . . � , I � . ls� 'representative of the location,. When solif samples are submitted to private lobrotories for testing, the samples . I I.. . ., . . I with the desires of the undersigned owners, proprietors . I ( " ), .. 1P � . ' i I � .1 I I I I I . shall be clearly, idLent.ified and labeled as belongin to a project which will be accepted by V.D.M. and that testing I . . . . I i ,rl -11, "I'll � . . I - I I I I I to 0 -1coble V.DL,O. . standards. . . . � . . I , .1 � I .1 I I I shQ!l be cori,dud"ted according, , po!; I � . . or trustees, . - [!� Al, Z. ?I � tr�,A,;,� U111 � - - � - I � 14. All rood 'dy'fill, base, subsurface material and bockfill* of, util%/storm sewer trenches shall be compacted in 6" . ' . � � . D A. MISLOVSKY, JR. I . I W , . . , . . . � . . . � . C3 � NO. 020674 �_ . I r I .�. � . . � � . I � lifts to, 95% .of. thed-leicat -maximum" density as determined by � AA HTO T-99 Method A, within plus or minus 27. of . . . JULY 2001 . . I . I 0 .D. I � I I., I I � . I 1. Q-1 -M . I I - I �, � optirnum m6isture for the'full width of"ony dedicated,, street riqht-of�way. At the direction of VDOT Inspector I . � I " . I . . 1 � I � density tests, perform. ed' ' by �o-'qtildlifi�`d irid 'e0endent agency shan be conducted as reVoed in the VDOT Rood and � � . . . . . � - ­ . . . . . Date . . /0 � I � w -% o � <Z_ . � I I , . ions. A copy a , itted to VDOT prior to final, T approval, � . I I Bridge'Specificof '' ' f all test's shall be� subm . ­ : ,, � '. � . � � � - � I . . � I I . . . .. . . , .1 11 I - � �, 15.. VDOT Standard, CD, and UO underdr6ins shall "be installed where indicated an these plans and further where . I . I . � 7 . � � I . I � ' I - 1. I . determined 6�cessory b,� VDOT� Inspector, � .1 . . . I - . . � . /0 4 . . . , : I . �11 � . . I 1 16". The ihsti(ill'otion bf 6hy enlirqbc6s. and moilbgxes within any dedicated street rlght7l)f�WOY shall meet VDOT . I I . . I . � I . I � � ; . I I . minirnum � desi�qn * standards' and, :is-, th'e developer s ,responsibility. . . . . - I . . I Approved by Frede(ick County Zoning Administrator � I � . � : I I I 1. �, . . I - . . � . . . � � ; � . . . . I 17,' Prior,- to acceptance 6 VDOT of any streets, ony� required street signage and/or pavement markings must be installed . . I . . . 1. /I I . I , � � , . . ,�, " � .11, � . by'�lrhe devel�.PW or, of AT,'s .discretion, by VOOT on an account receivable basis. Stop signs shall be thirty (30) inches tall ', . I . , . . . . I . � . . �,� I 1. -, I -, -, . 16 0 � . � . 1. " I Ith high, interlsity sheeting, Th.e bottom of th sign shol[� be six (6) feeit above the edge of pavement and installed a minimu' � � . - . � I I . . .. � . wi e I I m . I - I . ,- , � I . /(,�I_ 3 �� , it , , � . I 1. - m- the edge of pavement. Sign- past � shall 'be of a type found on V.D.O.T.'s approved list. A copy of thi . I . sociates.) inc. L/I . I I � � . . ­ -i_ : � � . I � . of - - f a U r. (A). feet,, ,f r an,,. _s is gilhert, w. dif f ord & as / L/ , . I .1 - - . I � � _/ . - .1 . " � i � I . 11 � I I . . ..� I , list ,may be"obtairied from, the' District Material Section. Contact the local. V.D.O.T. residericy office with any questions regarding . . . . . . � I , . 11 . I 1,,;: , I 11� .i 6 " �., I � . L � . I � . . -Years, From Date Shown Hence ate I I ,� ' I - I . I I _ ,,� ' sign material and pl � ement, � . I . . Site Plan Approval Valid for 5 , D . . . � I ;' I , r _ . , 1�­ O,C � , . - . . . I r I I I � . . . . . I . ,, 1, I " ' I . . . I I . 11 , . � I � : 18: The,devef" must provide. to the fccoI,-V.D,O.T'. ,office -a list of all material sources prior to construcV n. Copies of'oll invoices � I- I . I I � I I I � _ per I * . .1 I 10 . . . . . I I . . . . ,i I I i. . I . � . � 11 , I . I . . . I � � I I � " .1 �- :1 for- nnateri`�Ii�owlth I I . . � . I I �,, - -) -in zany dedicpted, 1,sfteet�:right' of way must be provided to the local V.D.O.T. residency office prior to acceptance of � . 1�. _ I . ,� 'r� Wor ' . . I I - � I I 41 � .. e if' , � I ' I . . I . � . - I ji � I _R � _bn ' -61, prices,,' may 'be �,, obsc red. - . .. � . I � ,� � r�� I I I . I ­ -, , - ,66:4: tot � I � I 11 I 11 . . � . � 0 1 . DATE COMMENTS BY ' CHK D . . . I . .� ,,, , , I . � ; I �', ' the � . 04:7 , .0 I I y will be determl Engineers e - Land Planner'S* 0 Water Analysis, ,NO. � ] , I ' , I . � I I � - 19.'.' �Agglreg6te!:Wses, ond-sub-�Wes shdI[,.be plated on. the su'b-grode by means of a mechanical spreader. Densit I , ined - . I ''I , _, I �v , 1 1, I I :, ,; , , , "., i`_ I � ' - I . I - . . I . . . � I � . I I ' " ., , � using the, de I Jn7Vb,O-T--,'s I oad,, and ,Bridge Sbecifications (Section 3641. and VTM- 1 0. A certified ' . . .� 1. 1 09/13/01 1 REVISED PER AGENCY COMMENTS ' SAA. I � I - ., ,� - ,. 1. ,, . hsity�,�co�trol strip' as specified' �R I ____ . . � I ,�� � �­ I 4 . I i � . I . I 1, I I - I . . . . I ww- I . I ­ � � I � . � . - � � ,. I 'b , , I rm P I . . . I I car �t " t ,40n sholl,','peirfo' :"these tests. A certified co 9 of, -the test 'results shall be provided to the Residency Office. In - � . . I : I � I - I � - ''I 1� - � _', 11� m aclion, e,c ,niq � ' ' ' I I 1 200 North Cameron St. , . - . I I I ,� , �,�� I , -, I, '' . . I I I . r I 1� r I . , qddifi6h"'t�­�6ckiingt storn Ide _V sh rtu n( during the 150-C-Olde Greenwich Dr. . � � . � I . . . . .� � 1: - A I � .11- � I I ,� ;, , ,:, , , , . I I � Oths,,d_ "t.D.O.T. representative oil be notified and given,the oppo nity to be prese . � I . � . I I � I .. % I � I � I . I . I I � . .1 � I I � . . I . . � I I consfructidb-"�ands testing­'6f .the�'density control,' strip. ' � Winchetter� Virginia 22601. . . I . . �� ,� 1, ­� � - I I I - � . - Fredericksburg, Virginia 22401 1 . ­ I . . . I 1. I �. � . L"', , . I . I r � . I I I I I -, " . � I � . � I � I . . . � . � , " , � "'. � j­ ' , ­ r , I . I - * I � . . . .1 .. ; � I � '. �, , 11 , , , , , , -20) M ment shall be,plated. in accordance. with the, latest editi . I , , ­ - �," -", , ': , , ", � I ;phalt,concrete.-pove, , � I , , on of V.D.O.T.'s Road and Bridge Sp.ceificotions I - . , . - � I . I . . - 1. . I I . I . a . I . , . � , I � - 1; (S'6cii�n '315' Density will be determine usling .derisity control strip as specified in Section 315 and VTM-76, A certified compaction PHONE -. � � I � �, I-1i I I . � � ,r . . , - ) , I" d I - I . , PHONE: (703)'898-2115 . :(540) 667 2139 . . I I � I - I I ' � � � � Project, Number I . ­ - I I � - . . . : . . � . � - I te6l�rf ' -,,�_oll '�perf&m.-, these tests. 'A -certified co' of the test results shall be provided to 'the Residency Office. In . . FAX: (703) 898-2115 . 1. FAX. (540) 665-0493 . . 1. � . . . � . I % �, I'll- " I � � , liciao - h - I I - ,- py - . I . . , I � I I I - I I � - - �� odditioh", to lk' �� -de th", ­ V:DO,`T. �repregentative shall be notified and given the opportunity� to be. present during the . I . . . I � . I . � , � . � c.heq, ing, stornr �p s) 'a I I., I I I . . , I " , I 1. - A � ' � � I . . . . r � . I . . I � - I . I I . I ­ . . � � , , "I Construc i6n.,ond' t"esting''of the density- control t" ' * ' I . . I- 4_ � I r, � ' . � . - . � ! � 1 of 4 � , I � I . - , , I . -'21`AplJ'(1DvoI`of _fhese �Jans's'holl- expire fhrele 6�!P�ears from the,date of the opprovdI letter. I . . . . ' � �k I I-, 1� � . 11 � � � I � I "I ��i -42?, " i I ith mo I bility Impairments) should be' constructed at locations as shown on the . . . �, � . � I . . � 1. ., I . . . Sheet Number. _ I . . 11 1 � � 1: . . ' , . . . . . I I . .1 ; ,­� � I I I ., 4 2, CC' Curb Ramps ,(06rson . " . . I I I � . . . � . . I I . � . . � I � I ��. �, of as �ire y Se' WVI D,Oif,� �ngl.Oeelr_/Inspector, . . I " I 1.� � I I - I 'plan sheets , cted by � th .� � . : . I I � 11. I I., , . �, " � r . . I I I . . . . I . i ,i , I! . I � . I _� , . I . I , I- - . I � . . I � . I .- I � I . ,j - ��, � - I � � � I ,� �1� 1, � 1-1 zi, � .1 � . � . I . k 1. I I . . I . . . . . ­ .1 I � ,,, I A � '11, 1, '. - � �, , � . I I I I � I - � ­ I I w , ! ., , - '' 11 I � � I I . A I . � . - ,_ . I I I I ,� � I I I I I ­ I I � . � � � � 11 .1 - 'r I � � . . � I - I � I . - I ­ I . .� . I � 11 � . . I . I ,_, ?�, ��,," ,� ` ,',,,, � ,tl �,, �, , 11 - I 1. � , - . I I . I I I I . . . � - r . . . . � I . - . t� ,,, , " I � ��,., � - ', � , , I ". , � I 11 . I I .11 I , I . . I . 11 I � . I I . . . � . I � I 1. I ­ I a ­ � I I , . , C I ­9-� I 11 I ,. , . ­ . I I . � I I � � . .1 � � . - __ - - - I .1 .1 ­ I .1 I ­ ­ . I 11 1. � I I � , � ,�:1 1� - _ , , ". ,- 6 - ! , � � , , ,. " �1­11 I '. . I , � . � � . I . � - -11 � - . . � . . � � I I . I . i . � , . I ,�J , �� , - I , - I .�,� i- I � � I � . I � � � � , I . . ­ I . I ,� , �, �, , " - � 1� �,�. s", 1. , , � , .. � I � . 11 � 1 I � % . I �� . � . I .. . � . . .. I � I . . I I I � . I r - - I " . � �, I �. a_ -, � I.' e - � I � I � I I �, - . . � . - - � , . . - . � I . . . I . i, I I . ., I ,� I I � , � ­]" � �. 1. I � . 1. - . I � . I i. � � I . . I . I . � . I I � . . � I . � . . . � . I 11 " . �', . .1 I I I . . I �� � . . . . I I . I � � I . . . I . � � . � I � I : �. I i � I I ­ � I � " �� :V , I � - - I I . I I . ,, . . . . - I I I . I I ., � I I I I I , ,, , I , , , _ " �9` � , , - , I . : , I . , . I . . . . - . . I . I � . I . . I . nr � I . I I � 'j�Kl ! : ii' , I �', , , , �. � � � I * , , - . - I I I . � - . . � . . I I . .1 I . . . I I � . I , I I I 1, , � __ , � '. � , � � � I , ." - ,_ , - � - . -1 I I . - - - - __ - I . - I . � � . L . - - - I . - I - . - - - - � I - I . - . I � I I � . � . 11 . I PROJECT SUMMARY TAX IDENTIFICATION NUMBER 44-A-12A ADDRESS 195 EBERT ROAD ZONING M-1 CURRENT USE INDUSTRIAL PROPOSED USE MANUFACTURING LOT AREA 15.83 ACRES FAR ALLOWED 1.0 SETBACKS REQUIRE D PROVIDED FRONT 75' 454'+ SIDE 25' 171'+ REAR 25' MAX. BLDG. HEIGHT 60' 28' (EX.) 25.6' (PROPOSED) DEVELOPED AREA 1.53 ACRES OUTDOOR STORAGE AREAS NONE PROPOSED OUTDOOR TRASH RECEPTACLES NONE PROPOSED MINIMUM LANDSCAPED AREA 3.96 AC. 25% LANDSCAPED AREA PROVIDED 12 AC. 75% BUILDING AREA EXISTIN PROPOSE WAREHOUSING AREA 30,000 MANUFACTURING AREA 10,525 23,025 OFFICE AREA 1,688 TOTAL AREA 42,213 54,713 FAR PROVIDED .06 .08 NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST, ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE MARSHALL REQUIREMENTS. BUILDING CODE AND SECTION 31I, USE GROUP S (STORAGE) ALL UTILITIES TO BE PLACED UNDERGROUND OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 APPLY AREA CABO A117.11992 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. SIGNS- SHALL BE LOCATED 5 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. THIS SITE IS SERVED BY ON -SITE WELL ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. AND SEPTIC FIELD. PROPOSED PA VEME'NT 8 " 21 B, 4 " BM-2, 1 112 " SM-2A Q o m Q Q PROPOSED 0 IVERLA Y 4"BAI-2, 1 1/-"SAE A OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. ` `D TRIP GENERATION PAVEMENT OVERLAY REQUIRED / RE, 6 EDITION ESTIMATES THIS �- a W SITE WILL GENERATE 82 T.P.D. PROVIDE MINIMUM 1.5" SM-12.5A o �, IT1E CODE 120; 54,714 GLFA SEE DETAIL SHEET 4cb ,_ O c^ Z v v PARKING SUMMARY + =^ � � v EXIST, OFfICEEXIST. INDUSTRIAL PROP, INDUSTRIAL TOTAL �� o (A Q NO. OF EMPLOYEES 4 39 0 43 A-12 Z STD. SPACES REO'D. 6.8 29.3 0 36.1 PIN 4 4 _ PR1 SES INC. EXISTING PARKING SPACES 58 MAN ENT Industrial ���r STD. SPACES PROVIDED 54 ZUCKER_ 2 Use.. HANDICAP SPACES PROVIDED 1 3 Zoned M ti_ 0 0 TOTAL SPACES PROVIDED 57 OQ � cow R A IL 0000 „E 7 ENS _8 0 ' .36fM 0 °� RACE EX � l RESTR/PE EX/STJN SPACE ASPHALT TO PROVIDE 2 H. ACCESSIBLE SPACES <" b PRO WDE CG-12 MTH CONNECT/ON TO �n POL VAGE AS NOTED a c • Jc75 \� o s s - HE �► Q ��v 0�. q '9 cu o N 4 36 0 0 I CG-12 Lu J EX -HAND APP D ACC SS 1 a D Z 3> ALL CONSTRUCTION VEHICLES SH/.LL �� RAMP. R/F SLOPE Z �+ Ex. GRAVEL PASS OVER THE CONSTRUCTION POLE MOUNTED PARKING SIGNS INSTTu HANDICAP ARE ME EN TRAINCE WHEN LEAVING THE SITE. PER VIRGINIA STATE CODE J A C 00 X EX. CONCREC TE SECTION 36-99.11 o BL OCK BUIL DING v , `° 00 USE.' WAREHOUSE FFE=675.44 \ CONNECT TO EXISTING SEWER r;i o eFu o f K c n LINE UPSTREAM OF SEPTIC TANK I z \ VERIFY EXISTING ELEVATIONS. n 6�p PA VlL L ION J \ P -DA EX METAL SHED Q o (In � EX. GRAVEL AREA EX, CONCRET a PARK/NC N • \ FX Iw CRq TO BE PAVED o � A O Vf( S y>, r EX. ARE MATCH EX. P EMENT ��� TO B o� y4"" i LINE AND DE. CONSTRUCTION TRANCE PROVID W CUT TH WASH RACK' DA -B yt� �� a 4- v Z Z ND ACK COAT��r ,�3 C 5;'E 6' X ASPHALT PO BLE 1" HATE N cr CD rn q � TRAILER�D Q��o`��� OM EXISTING RVICE LINE Fk SF� � o USE: STO, `'�CONCRETE- R va � > ^ v N 1 V. OUT =670.0 EX. -� --1 E -1 REQUIRED ❑ 1 ❑ I It>U-w W=4'; L=5' `; i:N. ze' RE GATED EX. SEWER o ��, (� ! 50'- 15" CL IV 16' OVER AD EX. TRAILER PR PANE TANK O N c � o _ ?" \ RCP 0 1.0% oaw (TT. ar TO BE DRA FIELD �+ 1 �RELOCATED 1 N I A EX. METAL LDG �y NECESSARY ELECTRIC AND A _ EX. GRAVEL �P TELEPHONE SERVICE TO a Q �, N o EX. GRAVEL AR USE.' MANUFA C/RING BE EXTEND FROM ATTACHED .a Z U.,zX TO BE PAVED FFE= 673. 04 `�+ o o �, a w EXISTING BUILDING. • �- W - W 1 1 8 TAP a� :.r-0z X. PROPANE EVE A r LJ o ' cn 41 X. GRAVEL TO Z lz WATER AND SEWER SERVICE VE, TA ` d ~ W o w , - � �, TANK TO BE � TANK � ' � W "' ax o: MAIN AS 2, (0' (TYP. off' MAY BE EXTENDED FROM CSA I> �o � � S OULDER i EXISTING FACILITIES 0 N 6 5 P� IV6i SETBACK ' 9�7. 1i0. 20' N 0 W 0 0 60 - II I DA -A i J EASEMENT W �6, ,597.0� 5 s 34 • 00 'WAMEMAN 1-F.H. ASSY. � O I L _ CULVERT HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES LEGEND UTILITY PEDES?ALS-- ---- 0 10 PROPOSED STORM DRAINAGE & STRUCTURE -- DRIVEWAY CULVERT DESIGN 4 4 - A -18 PROPOSED SAN. SEWER AND MANHOLE -- - �S. S - ----IS S �- PIN ME TH0015 j C" PROPOSED UNDERGROUND ELECTRIC SERVICE Reside D.A. = .48 ACRE Use WEST ed RP PROPOSED FIRE HYDRANT t Zone, PROPOSED GATE VALVE d Box w I C= .90 DRAINAGE FLOW L = 6.8 IN/HR. EXISTING GRADE _ _ -,� PROPOSED GRADE ��'�� Tc= 5 MIN. PROPOSED EASEMENT AREA PROPOSED SILT FENCE ----- SF Q 1 Q= 2.94 c fs CONSTRUCTION ENTRANCE --Elm 15 RCP © 1.0% RIP RAP CHANNEL LINING -- ------ SILT FENCE INLET PROTECTION -- - - HW/d= 0.80 INLET PROTECTION L', PROPOSED 500 SQ.FT._ _ PROPOSED LEVEL SPREADER v; FIRE' LANE - - - 14134JBUIL+Ri HGT N 56 FT. Z3 �� ROAD CROSSIN i I BY VDOT OPEN SERE DETAIL SHEET 397 F.F. V. - 673.04 - - - - -- ---------- I ---- ----- --- --- SEE DETAIL 535 - 8' HIGH OPAQUE � � I - BOARD FENCING 0 » o' i _ T I V. OU=625' BR[ IV' E REQUIR 5PARK/NC Q'r r , ---- -/ v COR. N "`� MfAINTAIN EXISTING '_ - POST ANDSCAPE B FFER S 40'S155" W 820. IPF I � � PIN -A 0 44-A- 0 a O 44-A-14 a WHI TA CR S PA TR YL AK a I o RP, Use.. Residenti oned RP I 0 0 se: Residen tial se: Residen tio O I I PIN 44-A-IJ I SHORE Zoned RP, Use: Residentiol ; PIN 44-A-11 BUTCHER z Zoned RP, Use: Residentiol SCALE 1 "=50' I I I I I � I DRAWN BY: S.A.A, (•"� I I PROJECT NO. t..J DATE 7/2/01 I SHEET ,2 of 4 SILT FENCE CULVERT INLET PIPE OUTLET CONDITIONS CONSTRUCTION OF A SILT FENCE STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) ROCK CHECK DAM PR0 TE C TI 0 N A A 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE 2 ACRES OR LESS OF DRAINAGE AREA: ENDWALL 70' MIN. EXISTING OF POSTS. A PAVEMENT 1 3. 5:1 —"� 3d° e" I_ — _ _ — .— _ _ MO FILTER CLpTH g" MIN. A(OPTIONAL)MOUABLE BERM d0 TOE of FILL I J,F-- CULVERT SIDE ELEVATION PIPE OUTLET TO FLAT I , ! FILTER CLOTH AREA WITH NO DEFINED I o I I -- -- --- - EXISTING GROUND PLAN VIEW CHANNEL17 _( I II ( �', (OPTIONAL) 70' MIN. �� ( j (� �/,� III (DOWNSTREAM VIEW) — a - C I= VDOT #1 I I B WASHRACK REO'D 10' MIN. I, i I - COARSE AGGREGATE 10' MIN. d FLOW ��]TI -- I�I �� FLAW ?� 3' 12' MIN. �— EXISTING III Imo" PAVEMENT �{ ° TOE OF FILL _ _ ___-__ SECTION A —A FILTER CLOTH KEY IN 8"-9'; RECOMMENDED FOR ENTIRE PERIMETER 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE 0VDOT al I POSITIVE DRAINAGE 10' MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. SILT FENCE 0_-o�� , COURSE AGGREGATE B TO SEDIMENT DEVICE A DISTANCE IS 6' MINIMUM IF FLOW I 2-10 ACRES OF DRAINAGE AREA: IS TOWARD EMBANKMENT MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW A 3d ° (MIN.) FLOW OPERATION y 12' MIN. d° J •� is . . OPTIONAL STONE COMBINA TION I 3" MIN. PIPE OUTLET TO WELL - 3" MIN. DEFINED CHANNEL J/�- II�i �- IIII FILTER CLOTH 3 T / // /; 2� �-� OPTIONAL PLAN VIEW --- -�— / L� �f Cam/ ;:f •.S t; ) I � -- FILTER CLOTH —t-SECTION A —A L a — � Flow j � (DOWNSTREAM VIEW) I - 6'-7" III I... — III VDOT #1 D q COARSE AGGREGATE 6 FLOW ,' d EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. 2.5' �� • _1' . SECTION A -A f -- FLOW c.7 3, FILTER CLOTH KEY IN 8'-9'; RECOMMENDED FOR ENTIRE PERIMETER FILTER FABRIC NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. REINFORCED CONCRETE DRAIN SPACE 2. Le 1S THE LENGTH OF THE RIPRAP APRON AS CALCULATED VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP USING PLATES 3.18-3 AND 3.18-4. IIII_ I ":•'?.' WIRE TO REPLACE SILT FENCE IN "HORSESHOE "WHEN SECTION B — B 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT CLASS I RIPRAP HIGH VELOCITY OF FLOW IS EXPECTED 1 LESS THAN 8 INCHES. SOURCE; ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 Source: Va. DSWC Plate 3.18-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05-1 SOURCE: VA. DSWC PLATE. 3.20-1 Shenrood itf lfeat LEVEL SPREA DER --�� Prune codominoie leaders - DO NOT prune terminal CROSS SECTION trench width ��-'-'—`- leader or branch tips as re uired I Prune rubbing or ------- 6" dia. schedule 40 cross branches v0or ,f3. ,y357, ,fs, p56 OR steel pipe /filled with 3' #57 COARSE AGGREGATE IN 20' MINIMUM-----�— GALVANIZED WIRE MESH BASKET concrete and painted SECURE WIRE MESH TO TIMBER 1 yellow 7, FILTER CLOTH 6X6 TREATED TIMBER ? I SECURE WIRE TO GROUNDTOP ELEV. =665.7 -----------Prune narrow crotch angles WITH WIRE STAPLES p5 RE BAR TO y 1. O and water spouts DO NOT stake or wrap '> tk` 18 dia. 1 �-6 ECUR TIMBER " _ _ 9 IN —L - 1 trunk unless necessary Prune broken branches EMBANKMENT TOP ELEV = 670.00 concrete encasement 3 Remove all lops and labels EMERGENCY OVERFLOW PROVIDED---. 7' MIN. 3' _Ii _ _ — --� — — Prune suckers ELEV. 669.00 UNDISTURBED W- — 2.I OR concrete SOIL =11�=I--IIt=1 LI= — I — FLATTER thrust block Cut away oil balm ropes 2"-3" mulch kept away from trunk 100 YEAR WATER SURFACE BOLLARD DETAIL y g p Y - — _ ELEV. = 668.96 Remove top of wire basket Soil well to contain water LEVEL SPREADER WITH RIGID LIP \� direction o/ setting to be approved prior to installation b %' ' MIN PHYSICAL REOUIREMENTS OF FILTER CLOTH NOTED IN STD. do SPEC. 3.19, RIPRAP p UNAMENDED backfill SOd SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control Plannini and Dt�,siun Manual PLATE: 3.21-2 Widen and score hole wall � Q..• Partially backfill, water to �� � : --�----" as required concrete pad 1'-6" sq. x 6" deep4 settle soil, finish bockfilling• 10 YEAR WATER SURFACE ' V D.O. T CLASS ELEV. = 668.27 8'-0" Max. "" Remove container and cut circling Arm for water drainage Al RIPRAP 2" min. - 6" max. I �_ Leave solid soil pedestal - do ---- -- roots if container- -grown, or as much 20x43 4'z 4" Post 2"x 4' --�- -------- L 9 not dig deeper Than ball depth 2 YEAR WATER SURFACE -- f burlap as possible if field grown a ELEV. = 667.66 stone to be minimum screw type r 2' typ t r--� _Secure with o/ 6" above top of base I I adjustable Dig hole 2-3 times root boll width 2" YP s� e - Aluminum Nails valve box ' "x 4" _ /-- locator peg TREE PLANTER DETAIL megolugs� I no scale o i g 00 o ,'� PROVIDE 4'x4' CONCRETE PAD AT o I — mechanical joint o AMP �---- 4' ORIFICE INVERT. IN = 666.50 �- swivel tee with 6 " branch 0 15 �N�N CoN _ �_.--- ---- ___.______._ i Lv o FIRE HYDRANT ASSEMBLY ; ,, ONO O�iIE 2"x a" Figure 9 z '�L' �'' E�ENi�ON P - NOTES: D EMBANKMENT TO BE PLACED AND COMPACTED 2 x� \� ������������/��������������/� ��%j�%j �,� IN 8 ' LIFTS. NO TOPSOIL, ORGANICS, OR STONES GREATER THAN 6" DIAMETER SHALL BE USED. 4"x 4" Post 4% 4' Post MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT PLUS OR MINUS 290 OPTIMUM MOISTURE. DETENTION POND OUTLET DETAIL N TS 12" Min. ZONING SEPARATION BUFFER AOJONtG PROPS 40' SDE 4'x 4" Post �, 10' 10' 10' _ 10' o 2' 3' 3' 2' 3' 2' 2' 3' 2' 3' 3' 2' 3' 2' 2' 3' rOrAL PROPEUK — — REOU/RED L EYLAND CYRESS 70 j H O Fill Post Hole with 1 Pori F —_ G Q � EASTERN RED CEL34R 10 P L Dry Concrete Mix and 1 Port �l� I� Excavated Soil. Thoroughly 15 IN�CiNE urac ro .; Tamp Concrete Mix and Soil Id A. Mislowsky, 2 to Eliminate Z Voids. O CERTIFICATE NO. } 8 TOTAL PLANTS R£OC�/RED 30 12064 (=DWWNT � POST SET DETAIL Scale: 1 " = 2' 25' XW t I PUW K IOW(Al T* OF PUINiWG = 4 FT. GISTIRED PROFESSIONAL SCREEN FENCE DETAIL NOT TO SCALE ENGINEER 675.00 �00 665.00 DATUM ELEV 655.00 o 0+00 1+00 2' 24 FT. 4' — PROPOSED SHOULDER SHOULDER BUILDING 112" 1 1 1 /2" SM-12.5E 4" BM-25 8" 21-B A GGREGA TE L A YERS TO EX TEND 1' BEYOND EDGE OF PA VEMEN T NEW DRIVEWAY SECTION N. T. S. 24 FT, 4' — SHOULDER PROPOSED GRADE 1 MATCH r STING 1' . N 1 1/2" SM-12.5E 4" BM-25 EXISTING GRAVEL PROVIDE TACK COAT NEW GRAVEL OVERLAY SECTION N T S. PROP HYDRA ED FIRE T PROP. GRADE EX. GRADE _ 40' —_ _- RO SDR 21 W M N 36" WINIMUM OPEN CUT COVE R REQ'D ROAD CROSSING 11 1 /4' EEND 7—. co - - - -- _ 8" TAPPING L,, = SLEEVE a AND VALVE � � Q �� BY FCSA x w Cl-' Q w U w ^ o o Q) o o ^ N � ^ a 2+00 3+00 4+00 5+00 6+00 EX. PVMT. LIMITS io W.A7'ERLINE PROFILE .,,.e I 3 w d � o M o q7Z- S o I W to Im w N TAPER TO EXISTING 20' w 10' PAVEMENT ON SITE \ r- MATCH EXISTING PAVEMENT - - EXISTING 1 1 /2' SM 12.5A MILL OUT ENTRANCE PAVEMENT AS NECESSARY TO PROVIDE SMOOTH INTERFACE WITH EX. ROADWAY PAVEMENT PAVEMENT OVERLAY SECTION NOT TO SCALE STANDARD general backfill general backfill (see note) (see note) ____ � 6u _�_� 8.1 concrete select 24" select -kfill backfill e note) .., .,• see note) O. D. j I� 6" n. 1 /2 O.D. 6" stone CONCRETE ARCH general backfill (see note) concrete CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 REPAVE TO 1 -1/2 TIMES ORIGINAL THICKNESS 1d'%\\/ �... O:D. 8.. \\/�� �SAw CUT TO BE MADE AT THE T/ME OF REPLACEMENT \\ \ V. D. 0. T 21—A /\/ (FUL L DEPTH CRUSHED \\ \\ STONE TYPICAL..) jX N' - \� 0 . D . 6 "sJ TONE AGGREGATE NOT TO SCALE PAVEMENT REPLACEMENT DETAIL 8" 24" select backfill Tee note) i m Q Q Q Q O W� y o 5 Q O � O Q N al ID 0 �a W LL m m a� • ao C C C PC J 14 0 • �1 i POW L>LLW GtNlq o w� 0 _ W v� H r- W S W a r Z UO— W_ w r czGN�,,aZ Q z uj 0 w 6- O U V CL ow 00 w o O N w w v L4 V . SCALE: 1 "= 50 ' DRAWN BY: S.A.A. PROJECT NO. DATE: 7/2101 SHEET 4 of-4 . , . 'x . . , . CONSTRI CM N NOTES , GENERAL . ': I r I � 1. The Controctor 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, Is for all work to be in accordance with Y 0 a hcable Standards , and Construction S ecihcotrons of The it inia De artment of Trons ortation, Vir inia - pP P P P 9 h nr m n 471 , r rn inA h i n t e[. . De artment . Health, Fred ck Count Sa tot o ut or t a � t e co act docu s y h n 2. The en inter has attempted to locate existing, subsurface utilities; however, such may exist that are not shown. . p 9 Y TR gg r r i m n ilr r. An m h ll h �� . /� \ L . tj 13 L-i 3 77 . N , The carte cior shall exercise ca a in this wo k so as to avo d do a e fo a y ut t es y da age s a bet e 4 r I n i i i m 9 i h r ri r n r i n. II "MiIN $T ?A /I contractor s respponsibrlit The contracto shal of fy all ut I ty co. panes 72 ou s p o to. co st uct o Ca ss i '� ��l I- ,Utrlrty 1-800-2577777Y7. . , . 3. The contractor shall be responsible for oil construction stakeout. All dimensions, elevations and locations shall .be- verified in the field by eachcontractorprior to beginning the work. The Engineer will approve all cut sheets. 4. Any` unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the `En.gineer and/or the Owner. . Contractor to obtain; at his expense, all permits re uired of this work and shall faithfully adhere to the permit 5 P P q Y ' imposed. conditions, 6. All, grading for improvements to be confined to the .protect area, ' Any work performed offsite is the Contractor's responsibility. • 7: Cutsheets -shall be. submitted to, the En` ineer for approval ,prior to ordering structures and start of construction. . gg, PP P .. 9 . ,All, cutsheets.. should show. ,existing' round elevations at centerline of utility, structure or road and offset hub elevation. ,. 9 9 y , ,.: ' ' .. . EROSION, 1­7CONTROL - h " 1. A Lond Disturbance Permit will be :required prior to -initiating ony site work. This permit can be obtained from the Frederick County Public Works 'Department. , 2, Te'rnporary and permanent erosion control °structures and methods to- be in accordance with the Virginia Erasion `Contra) Guidelines 'and loco) ordinances and to be utilized during the construction period, 3; All erosion control,structures shown or as required during construction shall be continuously- maintained h h h period in which r are denuded. Areas shown to surfaced re to have stone base installed . t roug out the. pe oil wh c areas e de d d e be s ced a e at the earltest possible date after establishing „grade. No area is to remain denuded for more than 7 calendar days when construction is not -in progress. ' 4:. Contractor To clean up and restore disturbed areas immediately upon completion of pipe -la in „ in the affected area. ' . 5.11 . All unpoved, 'areas ;of the site which 'are disturbed by this construction shall be provided with 6 topsoil, . , ' fertilized, ,seeded, compacted and riufched. Sexed bed to be watered and cared for as necessary to provide a good lawn qualify grass cover, 'Areas not graded shall be disced, leveled and seeded to achieve lown conditions, FIRE & RESCUE- ' 1. Burning of, -land, clearing debris requiresa permit from the Fire Marshal. Burning of construction debris on site is prohibited. .2. Access for "emergency vehicles must be maintained of all times during construction. Temporary street signs - and ' - addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire' hydrants. "Fire Hydrants ore not to be obstructed at any time. f REDERICK "COUNTY SANITATION AUTHORITY " 1. Water ond sewer lines ore to be constructed in accordance with these plans. The lines shall i I rn II requirements f h Frederick n ani i nAuthority. oddit ono) y ee# , o a theCou ty S tot o n r` r II coordinate with," n arrange r inspection th A h ri . ' 2. The co # seta shall coo d ate w t , and a o qe for byy, e ut o ty 3. Exacrt locations of water. and sewer services on new lines are to be coordinated with the 'Authority 4. The San Cation Authority s inspector. maintenance department is responsible for the installation of water meters through 2" in size. Before 'a permanent meter is set, they require; 1), the frame and P cover to be prbperl-y aligned with its "meter box and yoke 'bar; 2) the frame and cover to 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 ,ond 21 inches; and -4) all components `of the meter box assembly to be in proper . , ' working. ordedt is, developer''s/contractors responsibility to hove the meter box assembly installed corredty . . 5; for water and 'sewer services that connect to existing lines: o, The location of the service lateral i3 to be coordinated with the. Authority's engineering assistant. An application for service must be made and fees aid before work will begin, f3P p 9 ." b. The',Authority shall furnish and install all 5/8 3/4 , and 1 water services. r1 r shall m bring h piping c; For 1/2 afld 2 water services, the Authority s a I make the tap and b rig the p p rig to the property line: The contractor is to furnish and install the meter vault assembly, The . .Authority will install the meter. . , d. The -,Authority will install all sewer laterals. . 6• When on existing water train is topped for the installation of a new line: . a, . The Authority, holl furnish all labor and materials to make the top, b., The v fo er c ntr c' or 'm f� make a li i n f r t'h f r de e p. o - a t ust O pp cat o o e tap, (2) pay . de os t (be o e : ark in • m k h 1 i n 'f h 4 k final m p r i be s 3 t o ai o o t e t ma n wh n the kcompleted. w ) ar e. c a,( a a payment t e e work s , g �_ P ) P Y 7. The contractor shall: tie, -in a new lie. to an existing manhole by core drilling the manhole. nline. rn . $`. A wet ,service e u t h ,v I h I r prevention n y er, s hove, s double check valve o RPZ bockflow revs t o - assembly, as required, installed'. The assembly shall meet ASSE standard NO, 1015 or 1013. A remote readout is required. ems' 9, Ali fire fines. sholf have a detector double check valve bockflow :prevention assembly or a RPZ backflow'. revention assemblyas .required. - The assemblyshall meet ASSL standard No. T048, or" 1047 P A remote readot is required'. . . VIRGINIA :DEPARTMENT Of. TRANSPORTATION . . . . 1. All, work on this project shall conform to the latest 'editions of the Virginia Department of Transportation (VDOT) . . . Rood'. and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations .and any other l f rspecifications I` n h v n f. of rct between n o thes standards, state, federa or Local Tegulation5 applicable. I ,the *event t o co any e. s a ads, • . or plorls; the most stringent shall govern, . . - 2. .All construction shell comply with the •latest U.S, Department of Labor Occupational Safety. & Health Administration PY 11 and VO$H :IRuzles &, Re ulotions. rwhether rm t r m h ll in accordance rk n €�.T" r h IItraffic 'cant of permanent o temporary shall be acco do ce 3. , When working a VDO, t of way, a y with the current edition of VDOT s work area protection manual. furthermore, all traffic control floggers must be certified: in-occordonce with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications,. Section 104,04-C. r 1responsible- for relocating, at -his expense, on and all utilities including traffic signal 4: The developer shot be P Y l 9 rutilitym I t h I responsibility g n T r rc an . t t o sae f n i n x n r II r etc. ow ed V:.O. , o vote o so o es, lu ct o bo es, co t o e s, e byp company. - ' n with h rconstruction h m in flr I n ' n if ill facilities or items which a be conflict w t the proposed �he developer to locate and identify utility ac s . e P.. Y Y Y P P activity. V,D,O.T approval of these plans does not relieve the developer of this responsibility. r • c 5. Design 'features relating to construction or to regulation, control and safety of traffic may be subject to change f i revision ,I n additional expense in red as a result o an yell rev s on will be as deemed, ecessor by VDOT. Any. ad tw_al xpe se cur yf Y. responsibility of the developer; . .6. Prior to initiation of work; Contractor -shop be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way„ 7. If required , the local. VDOT Resident y . Office a reconstruction conference must be arranged and held b the eq by, Y P 9 Y engineer and/or developer . with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. ' 8. Contractor shall notify the- local VDOT ResidencyOffice when work is to begin or cease for an undetermined length ' f im ., T will I require 4 hours notice i for n inspection. g Y o f a VDOT w also equ e 8 ou s of ce n any Th n r t r -ill' b r n i I` f r rn int a inin t h r' from h n public road- , e Co t Contractor, o w e es o s b e, o a s silt irate access o the project f o the adjacent ub c ond P 9 q P 1 1- P ' way throu h on truc'ion an mar en nce of a con ru tin entranc in accordance with th Virginia y c s t d nt a st c o ee V a & S di en ontr I H db ok Sec 3. Furthermore, ` ace the, properties affected this r shall e m t o on o e 02 access too p pe es a e ted by i s project s a be -maintained through ; construction, The Developer shall have. within the limits of the project, an employee . cert'ified by' the De ortment of .Conservation and Recreation in Erosion and Sediment Control who shall' P Y inspect erosion and station• c ra"trot devices and measures for proper installation and deficiencies im mediately ofher egch,rainfall, at least daily during prolonged roinfoll, .and weekly when no rainfall event occurs. .. " 10. Contractor. shall, ensure adequate drainage is achieved and maintained on the site during and at the end of construction. ` 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 3611 cover and, when possible, to be installed under roodway 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 shop cease in that vicinity until an adequate design con be determined . by the engineer and approved by V.D.O.T. . 13. All fill areas borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill, Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private labrotories for testing, the samples shall be clearly identified and labeled as belongingg to a project which will be accepted by V.D.O.T. and that testing shell be conducted according to applicable V.D.O.T. standards. 14. 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 ony dedicated street right-of-way. At the direction of VDOT Inspector , density tests performed by a quolified 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. 15. VDOT Standard ,CD UD underdroins shall be installed where indicated, on these plans and further where . determined necessary by VDOT Inspector, 16. The ,installation :of any entrances and mailboxes within any dedicated street right-of--woy shall meet VDOT minimum' design standards and is the developers responsibility. 17. Prior' to ,acceptance byy VDOT of any streets, any required street signoge and/or pavement markings must be installed by the developer or, at VOOT's discretion, by VDOT on, an account receivable basis. Stop signs shall be thirty (30) inches tall . with high intensity sheeting., The ,bottom of the sign shalt be six (6) feet above the edge of pavement and installed a minimum - of fourr,(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 list may be obtained from the District. Material Section. Contact the local V.D.O.T. residency office with any questions regarding . sign material ond placement: ° 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 •' far materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of ' . the work Unit. and total • prices 'may. be -obscured: 1`9. Aggregate „bo''ses and sub -buses 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 Compaction .technician: perform, these tests. A certified copy of the lest results shall be provided to the Residency Office. In :audition to c`hec6g'storn depths, a Ved.0,T, representative shall be notified and given the opportunity to be present during the eonstructfan and`- testing ,'Of the density control strip. 20. Asphalt concrete pavement shall be'placed in accordance with' the latest edition of V.DO.T.'s Road and Bridge Spceifications - , (Section 315), •tensity will be determined using density control strip as specified in Section 315 and ViM-76. A certified compaction . technician shall` perform these' tests, A certified copy of the test results shall be provided to the Residency Office. In addition. fo ;checking storn "depths, o. VD.O.T." representotive shall be 'notified and given.the opportunity to be present during the : - construction and testing. of she: density control t i . . 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 'Impairments) should be constructed at locations as 'shown on the pt�an sheets �`or as directed `by. the V.D:O,T, � Engineer/Inspector. ` . , - y. . . , . 1 . r/j/ 1°>1 ''. •r.r• o Gyn ,ncrs-/J,J aag"• ,,rrenrn " rv4 .wa+cra . asv j .'n" 'ra'4 .. , ,I inlN .. 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Vicinity Map Scale 1 "= 2000' JULY 2001 gilbert w. clif f ord &.-associates, inc. . . . . . Engineers e Land Planners • Water Analysis 150-C Olde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PHONE: (703) 898-2115 PHONE: (540) 667-2139 FAX (703) 898-2115 FAX: (540) 66 5-0493 r SHEET INDEX - ---I 1 COVER SHEET - 2 SITE DEVELOPMENT PLO - • . 3 MISCELLANEOUS DETAILS 4 1 MISCELLANEOUS DETAILS OWNER1 DEVELOPER CHARLES ZUCKERMAN AND SONS 195 EB�RT RD W INCHESTER, V IRGINIA 22603 PHONE- 540-667-900G . OWNER'S CERTIFICATE I hereby certify that. the property contained in this Subdivison is with free consent and in accordance with the desires of the undersigned owners, proprietors or trustees, Date Approved -by Frederick County Zoning Administrator . P - , . . I (�u I I I / - r /0-z9 v Site Plan Approvo[ Valid for 5 Years From Date Shown Hence Date NO. DATE COMMENTS BY CHK D 1. 09 1-301 REVISED PER AGENCY COMIMENTS S.A.A. RAM b' S/•/E P/d, -)(f,2y-0/ RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION . DATE: . • THE RESPONSIBLE LAND DISTURBER IS - THAT PARTY RESPONSIBLE FOR I. OUTDISTURBING CARRY NG OU THE ACTIVITY AS SET FORTH IN THE PLANS. WAIVER REQUEST �t THE AREA DRAINING TO THE PROPOSED CULVERT SEDIMENT TRAP IS 5.5 AC., W GREATER THAN THE 3 AC. ALLOWED BY THE EROSION SEDIMENT CONTROL HANDBOOK STD AND SPEC. 3.13. THE T TRAP HAS BEEN SIZED 0 SUPPORT THE LARGER AREA DRAINING TO IT. A WAIVER TO THE 3 AC. ' LIMIT IS REQUESTED. �P\_j H r]p �, 11-1A , ate,/ , LD A. MISLOWSKY, JR.i ❑ NO. 020674 r -1 � 6 V ,D Q- Project Number Sheet -Number 1 of 41 .� I I � . , , � I � � 1. I . . I I . � 1. , ,. . - . -- - . ,__ .- . . - i PROJECT SUMMARY TAX IDENTIFICATION NUMBER 44-A-12A ADDRESS 195 EBERT ROAD ZONING M-1 CURRENT USE INDUSTRIAL PROPOSED USE MANUFACTURING LOT AREA 15.83 ACRES FAR ALLOWED 1.0 SETBACK REQUIRED PROVIDED FRONT 75' 454'+ SIDE 25' 171'+ REAR 25' MAX. BLDG. HEIGHT 60' 28' (EX.) 25.6' (PROPOSED) DEVELOPED AREA 1.53 ACRES OUTDOOR STORAGE AREAS NONE PROPOSED OUTDOOR TRASH RECEPTACLES NONE PROPOSED MINIMUM LANDSCAPED AREA 3.96 AC. 25% LANDSCAPED AREA PROVIDED 12 AC. 75% BUILDING AREA Xi TIN PROPOSED WAREHOUSING AREA 30,000 MANUFACTURING AREA 10,525 23,025 OFFICE AREA 1,688 TOTAL AREA 42,213 54,713 FAR PROVIDED .06 .08 NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE WHALL REQUIREMENTS. ALL UTILITIES TO BE PLACED UNDERGROUND HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 SIGNS- SHALL BE LOCATED 5 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. _TRIP GENERATION n-E, 6 EDITION ESTIMATES THIS SITE WILL CkENERATE 82 T.P.D. rM CODE 120, 54,714 GLFA PARKING SUMMARY EXIST OFFICEEXIST, INDUSTRIAL PROP, INDUSTRIAL TOTAL, NO. OF EMPLOYEES 4 39 0 43 STD. SPACES REO'D. 6.8 29.3 0 36.1 EXISTING PARKING SPACES 58 STD. SPACES PROVIDED 54 HANDICAP SPACES PROVIDED 1 3 TOTAL SPACES PROVIDED 57 N 4 3600„ 575, STRUCTURE SHALL COMPLY WITH VGA UNIFORM STATEWIDE BUILDING CODE AND SECTION 311, USE GROUP S (STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLY AREA CABO A117.11992 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. THIS SITE IS SERVED BY ON-SfTE WELL AND SEPTIC FIELD. PROPOSED PA VEMENT _ 8 " 21 B, 4 " BM-2, 1 112 " SM-2A PROPOSED O VERLA Y 4 " Bff , 1 112 " SDI- 2A PIN EA.-12 INC N TERPRI SES, ZUCKERMAN 2 U$e: Industrial Zoned M PA VEMEN T OVERLA Y REQUIRED � PROVIDE MINIMUM 1. 5" SM-12.5A SEE DETAIL SHEET 4 c. HEADE �q CU CG-12 ALL CONSTRUCTION VEHICLES SH/,LL RAMP. Ex. GRAVEL PASS OVER THE CONSTRUCTION ENTRANCE WHEN LEAVING THE SITE. P SIGNS INIASTATE ST p 0 i REOUI 6 rn m EX. CONCRETE SECTION 36-99.11 Q: o > BL OCK BUIL DING ti RESIRJPE EXIS77N SPACE A S P H A L T TO PROVIDE 2 H. ACCESSIBLE SPACES. PRO VIDE CG-12 Wj TH CONNECT/ON TO - POLE AGE A=�, ----I I W. EX15 cop EN. s D ACC SS SL OPE ARE ME SA W W � v � o 0 � � S � � Z W Q) o 04 N C > .aY v x u di •}y V two+• l w LL I.L N Z � .O • �� m "n �. � s �_ m m USE. WAREHOUSE o ola3 I �jEX. o D ---- FFF= 675.44 \ CONNECT TO EXISTING SEWER o s c Q LINE UPSTREAM OF SEPTIC TANK I z c� .Q VERIFY EXISTING ELEVATIONS. c s PA I/lLL ION w P -DA s � �r EX METAL SHED EN E PARKING � EX. GRAVEL AREA X. CONCRET ry --ti 00 • fk CR TO BE PAVED o rn �'' MATCH EX. '4�F( S��O� EX. AREA 1 �.. Oo 40. � P EMENT ti� TO B cJ\ %w N LINE AND DE. CONSTRUCTION UTRANCE - - �s� v y N DA -B 86 PROVID W CUT TH WASH RACK*'EX.AVk Z ED ND ACK COAT LOCATED s' p X. ASPHALT PO SIBLE 1" WATE N ® rn y �," rn TRAILER QO OJT OM EXISTING RVICE LINE Fk ,SF O° 3 W46 O USE: STORA c,`Z kg,P o � , V _ N I V. OUT =670.0 r- EX. CONCRETE Z Q0 E -1 REQUIRED r?� ❑ v 1 O - W=4'; L=5' RE ATED EX. SEW R yT77 6,CT \ 50'- 15" CL IV 16,0 AD EX. TRAILER PROPANE TANK DRA FIELD RCP 0 1.0% D009 (T)P, OF TO BE s --,o.o' RELOCATED v 1� 1 I A cr-N o - -� �� NECESSARY ELECTRIC AND EX, METAL LOG. P TELEPHONE SERVICE TO EX. GRAVEL � 1 _ " EX. GRAVEL AR USE.' MANUFA URING vz el._ Z _ ' ? \ TO BE PAVED FEE=673.04 ``+ BXISTINGNBUILDINGD FROM ATTAGHED o W o w i EX. PROPANE ` 1 $" TAP � v o : � � z �i. NE EX. OPANE = GO, I - - ' a TANK TO BE , L EVE A r Li g;_ ca z w XGRAAS TO 2�0 3 TANK WATER AND SEWER SERVICE VESAA , `�`-'� a � � ° W c - ?5 ��° 1g (TYP. OF MAY BE EXTENDED FROM o c� v _ IMAIN OULDER ! EXISTING FACILITIES N 6 5' PARKI)Kk SETBACK I 13 7 �N 041100 60 _ 1 9 ?A WA 7£1P I DA -A 1 £ASrkl'NT 34 ✓6,0 „ W 5g7.02 0 1 1-FH A55 T O LEGEND UTILITY PEDESTALS - a PROPOSED STORM DRAINAGE & STRUCTURE -- DRIVEWAY CULVERT DESIGN PROPOSED SAN. SEWER AND MAIRIOLE ---_ --IS.S.�--------�SS.►- PROPOSED UNDERGROUND ELECTRIC SERVICE D.A. = .48 ACRE PROPOSED FIRE HYDRANT ----- PROPOSED CATE VALVE d BOX 4 w i C= .90 DRAI►0a FLOW - ---- L = 6.8 IN/HR. EXISTING GRADE , , _ _ -;� ` - - , PROPOSED CFWDE --- ----- �.�/-- Tc= 5 MIN, PROPOSED EASEMENT AREA ------------- - - PROPOSED SILT FENCE ----------- SF OIO- 2.94 CfS CONSTRUCTION ENTRANCE - - - -- 15 RCP @ 1. 0% RIP RAP CHANNEL LINING - - 0(full)= 4.9 cfs SILT FENCE INLET PROTECTION - - - Hw/d= 0.80 PIN 44-A-18 METHOOI ST �h WEST Zoned RP, U....Reside CULVERT - � 1 PROPOSED 500 SQ.FT. _ INLET PROTECTION FIRE LANE _ _ INI$US4Ri XPANS ON ROAD CROSSIN �o PROPOSED LEVEL SPREADER -. I BUILDIN HGT. - 25.6 FT. _ BY VDOT OPEN Q" E DETAIL SHEET 3 I '9 F.F. V.-_673.04 ------------------------" C T METHOD 9� - - - \ I =` - - - - - - - 535 - 8' HIGH OPAQUE SEE DETAIL 1 BOARD FENCING 25' eRL i 1 \, I V. OUT = I v I E. r WUIML12 5PARKING Srr8ACK� � w M IN TAIN EXISTING POST ANDSCAPE 5E3JFFER _. _ S 40'5155 W � o IPF p pOc6i 1 1 1 1 \ AO I PlN -A TA 44-A- 4- - 4A 14 1 E3 WHl CR S . PA TR YL AK D RP, Use: Residen ti oned RP 1 (r w se." Residen tiol se: ResidePtio � O 1 1 ® PIN 44-A -15 SHORE �i p ry i Zoned RP, Use. Residential ; PIN 44-A-11 BUTCHER Zoned RP, Use.- Residen tial SCALE 1 "= 50 ' 1 1 1 1 { DRAWN BY: S.A.A. PROJECT NO. I I J DATE: 712101 I I ' SHEET O OF 4 SIL T FENCE CUL VER T INLE T PIPE OUTLET CONDITIONS CONSTRUCTION OF A SILT FENCE R 0 CK CHECK DAM STONE CONSTRUCTION EN TRA NCL (WITH WIRE SUPPORT) PR0 TE C TI DN A A 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE 2 ACRES OR LESS OF DRAINAGE AREA: ENDWALL 70' MIN. EXISTING OF POSTS. A PAVEMENT 1 3 5:1 ado _ — — — FILTER CLOTH 6" MIN. MOUNTABLE BERM d O 8n _LI^ A (OPTIONAL) 1 /ter / I ,3, TOE OF FILL I L.—_ CULVERT 9 SIDE ELEVATION AREA WIPIPE TH NO DET TO FINED I � /� �� t , I FILTER CLOTH ---- - ---- --- -- --- -- - --- - I / _ I -----; I EXISTING GROUND PLAN VIEW CHANNEL J J( I I I II 1 i II (OPTIONAL) 70' MIN. �� (DOWNSTREAM VIEW) I I s wAS�REO•D 10' MIN. ],, a L� - CVDOT #1 -- - -------- --- (--- tiL _ .-------- -- / //` / COARSE AGGREGATE 0 x -- - ---- - -- - --- -- 10' MIN FLOW I ��-� FLAW 2 3' L'— — 12' MIN. �— EXISTING I III III 1 PAVEMENT 4 to 1 TOE OF FILL ____ ___ ____ SECTION A —A FILTER �'H KEY IN 8"-9 RECOMMENDED FOR ENTIRE PERIMETER 0 0 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE G VDOT 1 I ~� POSITIVE DRAINAGE 10' MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. SILT FENCE o o� COURSE AGGP.EGATE R TO SEDIMENT A TRAPPING DEVICE DISTANCE IS 6' MINIMUM IF FLOW 2-10 ACRES OF DRAINAGE AREA: IS TOWARD EMBANKMENT MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW A 3dO (MIN.) OPERATION y FLOW .r•:•x " . T —T— Aft 12' MIN. do 8" OPTIONAL STONE C O MB I NA T I O N I 3" MIN. � PIPE OUTLET TO WELL /- -� -= t DEFINED CHANNEL J — I (I I h J i I I 3' 3" MIN. -. FILTER CLOTH PLAN VIEW � /� L� _ � � C� ., _ (OPTIONAL) 1.0, 1.5' FILTER CLOTH �Id JOL- SECTION A — A --- ----- L, a •- r// FLOW I (DOWNSTREAM VIEW) �. 6'- 7.. z III III � VDOT #1 _ 0 COARSE AGGREGATE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FLOW ,. 2.5 r- SECTION A --A FLOW FILTER CLOTH KEY IN 8"-9'; RECOMMENDED FOR ENTIRE PERIMETER FILTER FABRIC NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. / REINFORCED CONCRETE DRAIN SPACE 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED _ "VDOT N3, #357. N5, #56 OR #57 COARSE AGGREGATE CLASS i RIPRAP USING PLATES 3.18-3 AND 3.18-4, � I I FYI TO REPLACE SILT FENCE IN " HORSESHOE " WHEN SECTION B - B 3. d - 1.6 TIMES THE MAXIMUM STONE DIAMETER. 'BUT NOT _ -- • ;/ CLASS I RIPRAP HIGH VELOCITY OF FLOW IS EXPECTED LESS THAN 6 INCHES. —I SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE: ADAPTED from 1983 Nyland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 Source: Va. DSWC Plate 3.18-1 SOURCE: Adapted from Installation of Stray and Fabric Filter Barriers for Sediment Control, PIRATE. 3.05-1 SOURCE: VA. DSWC PLATE. 3.20-1 9henrood A 1Je>il LEVEL SPREA DER ' Prune codominote leaders --y DO NOT prune terminal i trench width r- —� leader or branch tips CROSS SECTION as re uired /� I Prune rubbing or 6" dia. schedule 40 cross branches VDOT #'3. Y357. #5, 056 OR steel pipe filled with 3' #57 COARSE AGGREGATE IN 20' MINIMUM concrete and pointed GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER yellow 7' • FILTER CLOTH 6X6 TREATED TIMBER �: 2 1 TOP ELEV. =665.7 — Prune narrow crotch angles SECURE WIRE TO GROUND i ti and water spouts WITH WIRE STAPLES , 05 REBAR TO DO NOT Stoke Or wrap SECUR TIMBER 9 IN - 18" dio. 1'-6 O trunk unless necessary Prune broken branches _--_ __ EMBANKMENT TOP ELEV = 670.00 concrete Remove all tops and labels EMERGENCY OVERFLOW PROVIDED---_ - --i encasement 3 Prune suckers ELEV. 669.00 7' MIN. —- concrete UNDISTURBED — solL - �� I - -=1 ll I -1 = F�;, � thrust block BOLLARD DETAIL Cut away all baling ropes 2"-3" mulch kept away from trunk 100 YEAR WATER SURFACE MN 6 ELEV. = 668.96 Remove top of wire basket ��� Soil well 10 contain water Le_� LEVEL SPREADER WITH RIGID LIP direction of setting to be approved prior to installation / • MIN. PHYSICAL REOUIREMENTS OF FILTER CLOTH NOTED IN STD. do SPEC. 3.19, RIPRAP p UNAMENDED backfill soil / SOURCE: VA. DSWC AND N.C. o t I d Design Manual PLATE: 3.21-2 Widen and score hole wall q .a. a . Q.' • Partially backfill, water to as required concrete pad 1'-6" sq. x 6" deep "Q• A settle soil, finish bockfilling -- 10 YEAR WATER SURFACE V D. 0. T CLASS ELEV. = 668.27 8'-0" Max. I Remove container and cut circling Area for water drainage A 1 RIPRAP 2" min. - 6" max. �Leave solid soil pedestal - do 4"x 4" Post 2"x 4" "`- - roots if container -grown, or as much not dig deeper than boll depth 20x43 2 YEAR WATER SURFACE � -- burlap as possible if held grown ELEV. = 667.66 stone to be minimum screw type 2" typ. Secure with of 6" above top of base I adjustable Dig hole 2-3 times root boll width �2• tVp Aluminum Nails I valve box �\ s4 ne x 4" locator peg TREE PLANTER DETAIL megolugs I ra scale o cr- i 1 WC�5 o ,'� PROVIDE 4'x4' CONCRETE PAD AT cr-Z� I o �• cr_++ mechanical oint �' swivel tee w with W CN COP �__"___ 4' ORIFICE INVERT. IN = 6 66.50 o x I 6" branch II P,P,NC 15 �N -00N a o C)�: „ FIRE HYDRANT ASSEMBLY � N�10N PONo o 2 Figure pEjE NOTES: EMBANKMENT TO BE PLACED AND COMPACTED 2 ������X \� K�����\����\��� � � ,� IN 8' LIFTS. NO TOPSOIL, ORGANICS, OR STONES �' GREATER THAN 6" DIAMETER SHALL BE USED. t,U�� MATERIAL SHALL BE COMPACTED TO 95% OF 4"x a" Post 4"x a" Post MAXIMUM DENSITY AT PLUS OR MINUS 2% OPTIMUM MOISTURE. Q � 0 DETENTION POND OUTLET DETAIL NTS 12" Min. ZONING SEPARATION BUFFER ADJONYNG PROPE 40, -- 0 4'x 4" Post 10' 10' 10' 10' Sol 4 PROPER(( urn o I Y 2' 3' 3' 2' 3' 1' 2' 3' 2' 3' 3' 2' 3' 2' 2' 3' TOT,u M — — — — REouiREo 1REVISED � ►` _ [EYUWD CYRESS /0 NO. DATE DE8CRIPTION BY CHK'D. A Pa $ Fill Post Note with 1 Pori { P - 0 H 0 REVISIONS Dry Concrete Mix and 1 Part _ r 1 4 F4STERN RED CEL14R io PROJECT NO. Excavated Soil. Thoroughly 75K Tamp Concrete Mix and Soil [«C 10 _ gilbert w. dif f ord & aBeociates, inc. CHARLES ZUCKERMAN EXPANSION Id A, MATE NO.sky, WAREHOUSE ADDITION DATE: CERTIFICATE NO. to Eliminate Voids. 1 8 IOTA[ PUNTS REOU/RED JO SHEET POST SET DETAIL � 206J4 Engineers Land Planners Surveyors MISCELLANEOUS DETAILS Scale 1. = 2' 25 ACTIVE 1 PUNiMiO ItE1CItT (Al TN�E OF Pl�lI11NG)= 4 FT. GIST D t 50-C Olde Greenwich Dr. 200 North Cameron St. C4 + PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 3 SCREEN FENCE DETAIL ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 NOT i0 SCALE FAX: (540) 898-2115 FAX: (549) 665-0493 675.00 �00 665.00 DATUM ELEV 655.00 06 (O PROPOSED HYDRANT FIRE PROP. GRADE EX. GRADE MIN. SDR 21 W M 36" MINIMUM OPEN CUT COVE R REO'D ROAD CROS ING 11 1/4' EEND --- co 00 Q - 8" TAPPIN LL, O � ' O� SLEEVE z _ �_ AND VALVE BY FCSA � � Q � X w cc ^ O O G O O O ^ <r h "7 O cp Cp cp (o (o co (ci 143 �o (o (a (o (o ( o 0+00 1 +00 2' 24 FT, 4'- PROPOSED SHOULDER SHOULDER BUILDING 4 t3M—LD — 8" 21-B AGGREGATE LAYERS TO EXTEND 1' BEYOND EDGE OF PAVEMENT NEW DRIVEWAY SECTION N.TS. 24 FT, ---4'— SHOULDER �--- PROPOSED GRADE \ MATGy EX/STING MIN 1 1 112" SM-12.5E 4" BM-25 EXISTING GRAVEL PROVIDE TACK COAT NEW GRAVEL OVERLAY SECTION N TS 2+00 3+00 WATERLINE PROFILE = 50nti,4il 4+00 5+00 Q z $ w O a. S Ck1_ a l+J IW iC-D W N W TAPER TO EXISTING PAVEMENT ON SITE \ 20 1 112" SM 12.5A 6+00 10' EX. PVMT. LIMITS MATCH EXISTING PAVEMENT EXIS�PN MILL OUT ENTRANCE PAVEMENT AS NECESSARY TO PROVIDE SMOOTH INTERFACE WITH EX. ROADWAY PAVEMENT PAVEMENT OVERLAY SECTION NOT TO SCALE NO stone STANDARD �— general backfill (see note) V select 9cktill ee note) 6" r� general backfill (see note) Z 24" select backfill Tsee note) — 6" 1/2 O.D. 6" concrete CONCRETE CRADLE concret C�l�] general backfill CONCRETE ARCH concrete CONCRETE ENCASEMENT NOTE To be compacted to 95% of ASTM D698 maximum density TRENCH & BEDDING Figure 1 REPAVE TO 1 -112 TIMES ORIGINAL THICKNESS SAW D . 8 \\/``\ MADECAT TO /ME OF REPLACEMENT V. D. O. T. 21—A (FUL L DEPTH CRUSHED STONE TYPICAL. 6 „sroNE AGGREGATE NOT TO SCALE PAVEMENT REPLACEMENT DETAIL C� ;elect (fill note) 2 O.D. u ^ ^ Q \00 Q ^ N •� :� -0 ao 0 6 W > L6 m • 10 00 _�oC cl! C i Kra v J 1� it>LL GtNIA Y O _ UQ .��Z LJ U_ Z Q Crr�W a w a � b U Q W O O w w J. N w w � v Q SCALE: 1 50' DRAWN BY: S.A.A. PROJECT NO. DATE: 7/2/01 SHEET 4 of 4 PROJECT SUMMARk TAX IDENTIFICATION NUMBER a ". ADDRESS E ROAD ZONING M-1 CURRENT USE INDUSTRIAL PROPOSED USE MANUFACTURING LOT AREA 15.83 ACRES FAR ALLOWED 1.0 SETBACKS REQUIRED PROM D FROM 75' 454'+ SIDE 25' 171'+ REAR 25' MAX. BLDG. HEIGHT 60' 28' (EX.) 25.6' (PROPOSED) DEVELOPED AREA 1.53 ACRES OUTDOOR STORAGE AREAS NONE PROPOSED OUTDOOR TRASH RECEPTACLES NONE PROPOSED MINIMUM LANDSCAPED AREA 3.96 AC. 25% LANDSCAPED AREA PROVIDED 12 AC. 75% BUILDING AREA EXI TING PROPOSED WAREHOUSING AREA 30,000 MANUFACTURING AREA 10,525 23,025 OFFICE AREA 1,688 TOTAL AREA 42,213 54,713 FAR PROVIDED .06 .08 NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. ALL UTILITIES TO BE PLACED UNDERGROUND HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 SIGNS- SHALL BE LOCATED 5 FT, FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. ALI. LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE: CANNOT EXCEED 1:20. TRIP_ GENERATION I T IE, 6 EDITION ESTIMATES THIS SITE WILL GENERATE 82 T.P.D. ITE CODE 120; 54,714 GLFA PARKING SU i� EXIST. OFFIC EXIST. INDUSTRIAL PROP, INDUSTRA TOTAL NO. OF EMPLOYEES 4 39 0 43 STD. SPACES REQ'D. 6.8 29.3 0 36.1 EXISTING PARKING SPACES 58 STD, SPACES PROVIDED 54 HANDICAP SPACES PROVIDED 1 3 TOTAL SPACES PROVIDED 57 6 0 N ; 4 36 ,00 „ STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 311, USE GROUP S (STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLY AREA CABO A117.11992 ACCESSIBLE AND USABLE BUILDING AND FACIA-MES. THIS SITE IS SERVED BY ON -SITE WELL AND SEPTIC FIELD. 1*1 c+ r� A rn � OD x �v P -DA � , 1 v o > a \ i c PARKl� SE 1BACK N / � r � •'\ 660 \ ,-.i _.------'- -.-- 5' L6E'GE1VD UTILITY PEDESTALS-------- - -- - - - I-T] 0 PROPOSED STORM DRAINAGE & STRUCTURE - ----- DRIVEWAY CULVERT DESIGN PROPOSED SAN. SEWER AND MANHOLE - - ------ - --+5. S f----♦-aS S. ~- PROPOSED UNDERGROUND ELECTRIC SERVICE D,A. = .48 ACRE PROPOSED FIRE HYDRANT PROPOSED GATE VALVE do 80Ic ----- - - -- -04 4wi C= .90 DRANAGE FLOW ------------- ---- -- - --- -- -- L = 6.8 IN/HR. EXISTING (MADE ---- --- -- --- --- - -,,� _ PROPOSED MADE ----- - __. _..------_-_--- ��--� Tc= 5 MIN. PROPOSED EASEMENT AREA ------.------------- PROPOSED SILT FENCE -- - ---_ SF 010 = 2. 94 C f s CONSTRUCTION ENTRANCE - --- ---- I 15 RCP @ 7. 0% RIP RAP CHANNEL LINING --- -- -----' ((full)= 4.9 cfs SILT FENCE INLET PROTECTION--4y; - Hwld= 0.80 �. 34 3600w g7 --_ PIN 44 -A-18 T C�, METHODIS wESL ed RP, Use. Reside Zen PROPOSED PA MI WT 8 " 21 B, 4 " BM-2, 1 1/2 " SM-2A PROPOSED 0VERLA Y 4 "BSI-2 1 1/2 " SDI-2A PIN EA-12 c INC. NTERPRIS Ustr�dl zUCKEedMM-2, Use' In Zed � C:�-- I MAN -",18CSTRIPE EXISTIN^7 SPACE N PAVEMENT OVERLAY REQUIRED ,, PROVIDE MINIMUM 1.5" SM-12.5A SEE DETAIL SHEET 4 -k9 01"" (TYP1 -,A S P H A L T TO PROVIDE 2 H C, ACCESSIBLE SPACES. PROVIDE CG-12 M TH CONNECTION TO --- \ POLE 6VAGE AS NOTED HER / 9 0 6 19 Cl * ALL CONSTRUCTION VEHICLES SH1,LL ` EX. GRAVEL PASS OVER THE CONSTRUCTION POLE wacAP PARKRIC SOS INSTALLED ENTRANCE WHEN LEAVING THE SITE. PER VI MA STATE CODE EX CONCRETE SECTS 36-99.11 BL OCK BUILDING a HEADS ICU CG-12 EX -HA, �o -RAMP. I o u rD ACC SS SL OPE ARE ME FFE= 675.44 � �' CONNECT TO EXISTING SEWER � LINE UPSTREAM OF SEPTIC TANK-""Z VERIFY EXISTING ELEVATIONS. PA 1/lL L ION O � EX. GRAVEL AREA EX. METAL SHED _ EX_CONCRET , £� E NARIMG o N C .4 CRAB( TO BE PAVED o �� EX. AREA o MATCH EX. PI�VEMENT TO B o1 CA LINE AND DE. CONSTRUCTION EAITRANCE TH WASH RACK*'---- -� EXAV!~k ".. DA -B ��y(c•P� 9 - rn 1 PROVID W CUT % EDG ND ACK COAT LOCATED X. ASPHALT PQS5 BLE 1" WATE .1DN \� F TRAILER Q ��OJ f�Ofd EXISTING RVICE LINE. SFyR ) USE: STORA �--- o -1 EX. CONCRETE i I V. OUT =610.0 � , E -1 REQUIREDEl W=4% L=5' J8 RE CATED EX, SEWER 1 OD 6 50'- 15" CL IV 16' OVER AD EX, TRAILER PROPANE TANK p � F1EL D RCP ®1.0% LXxw (T)P. - A� TO BE � -lz: `� �s -10.0' RELOCATED NECESSARY ELECTRIC EX. METAL LOG. �; AND EX. GRAVEL USE. MANUFA URING ��P TELEPHONE SERVICE TO EX. GRAVEL AR BE EXTEND FROM ATTACHED / TO BE PAVED FFE=673,04 j EXISTING BUILDING. 1 8" TA P \ X. PROPANE X. GRAVEL TO - TANK TO BE EX OPANE 1, L EVE A J' p TANK WATER AND SEWER SERVICE VE, TA o 1 ' MAIN AS 2 0' (TYP. of MAY BE EXTENDED FROM Ely CSA I S OULDER j EXISTING FACILITIES I y,}7' 1741 -- 20' WATER I I DA -A + fA SEAIEN7 I ME 21 WATERNA/N_ 1-F.H. ASSY, } _ CULVERT I' PROPOSED 500 SQ.FT, \ INLET PROTECTION , - �` _ _ IJSTf21� _ FIRE LANE -'�-_� s > � N ' ROAD CROSSIN I BUILDIN HGT. - 25.6 FT, ' ;moo BY VDOT OPEN �-� PROPOSED LEVEL SPREADER v' I { - - _ ` 1 '9 F.F. V. - 673.04__ by �--t--------- -�1'-METHOD �SEE DETAIL SHEET 3 = 97 _-_,----_-- __-_ - - - - - ;,7-�535'- 8 HIGH OPAQUE SEE DETAIL ARD FENCING I V. OUT =6 25' BRL Iv I E RLVUlr-,LM 5PATB AY \ ----- _ COR. M INTAIN EXISTING POST ANDSCAPE HFFER S 40'5155 W �20. a Q�) IPF a a ^^ O \ I - i � ( I PIN -A � � I 44-A- 1 a WHITACR 40e 44-A-14 � RP,Use.- Residenfi d RP PATRYLAPK 0 se., Residen tial se.' Residen tl*C 4�' TD E�y 0 It PIN 44-A - 15 I 0 ( SHORE Nam) i Zoned RP, Use.' Residential 0 I I PIN 44-A-11 BU TCHER Zoned RP, Use.- Residenfial v o Q- L ram, � q �J �1 SCALE: 1 "- 50 ' DRAWN BY: S.A.A. PROJECT NO. - DATE 712101 SHEET 2 OF 4