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HomeMy WebLinkAbout032-97 Lenoir City Co. of VA (Lot 31) - Gainesboro - Backfile� � � - - I - . - I - - - I � � ", - � , -, , " i I I I 1. I I � �, I '. . I , �J.l _. - �;� . I I I � , . , I ­ � , , , . , . � I I , I I . . I ", ., - ; � � _� I ; I .t , _ , I . r I 11, I � � I _. � I F , *?, , �, �,;_^ %� ',� I I - 1, , I i - � � - . , � 1, ? , , , :f � � 1. 1�i I I - �', 1: , I I . . I , I . � , I I I . "� ", �� 1, � . . i " � � -, , � � I I , . . I 1. � . I . � , , _ � . . . %� - 11 I I � . I . � . - . � I I ; I t,-� 1 __ � , . , ��,, . I I � , . . � j, � ,1� ` " ,,,,, . � I , � I � . I - � I I , � � , , , - � I � , I I , - . ; P I � I I I . I � - I � . I I I I I �, I , 1, I . I . " I I I �, � 7 I I . �', , I I I I I , � I I � I I I - - - � � I � . � . 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I : * I I � 2 � I I -1, � � I � , . � -_ , � . �� " I � - - � I I I I I I I I I I I � . � . I I I � � I . I � I I . I I , . � I I ,� I . � I I � I I 11 � I . I - � I I �� I - � 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 I � . I I I I ,, I . � I . � � I - ..,f � 1. . I I 11 I - . . I � : � - � I . I I I I - . . I I . , � � "I � I . I � ,,, . I I � � I . I I I I � . I I - I , I � I . I � I � . I . �_ 1� 1, . � � I ; I . I . I I . I . , . - . , , , - . I I I I I - , - . - � .1 � .1 I - I I -_------:�-�-- , , I � I I - I I - I - . � , , , . . , � . I I I � � I I . � I � I I .1 4 � . ,� '' . � . I �'­ . � i , � � I � I I . � � � . I , I I � �, . I 1� I I . . f I :_ � , . , , _% I , 111 11 . I � � 11 , 9, ., - , I I , , � I , . I , 1 ___7_ , , � � - . - I . -- . I I '. - . . � - �� .. �� ­­_ � I . . - I . I I - I I - I I � I I . I , , � . I � i � I I I 11 1� I . , . � - � �.__ttt ..... 11 � . " ­ ., I I , I I . I . I 11 - I . I ­ ­ I—— ,�� .1 P� ,��-q--�---- - ­_­__�­ 11 �� I � � I I � I . , � - - . ­1 . __ - _­ , � . J : I I I - � , I v � � - � I � � , 11 , - , � -, , I � - GENERAL NOTES - _6. � _�� __ A_ _7__ - .6,_ � I I I - I I I - � I I .. 11 � I � I I I I I ' � I 7 � , I - I -S � 11 - i VDOT GENERAL NOTE, - , =__­tmE� . I � . I , . �. � � i I I � � I 7 - - � I LEGEND 1, � 11 11 . I .1 . I � I I I . I . � . I . � VICINITY 'MAP .1 I - I " C-D I I C I , . _. � I . . i � I- , , , F - � . -1 � . � . I . . � � � . ., �". I � . .. I . . � . I � - = - I I � . � , I .,.- , I � I I I I � � I I . I I � - I 11. . I I . . I . * � . � I � I � I - I �', . . I 11 � � I � I I I I I - I . -Z . IN � - I I I 1, I? \ 31 a I - Z � I �, I I I � . . : . � � � � � , I I � - I I � I I I I � I . _� . � . � � ,� � � � I . �, � , � � I EXISTING INTERMEDIATE CONTOUR . I ' , ,, 1 " . 33 I .- 2- e,' 0 ib I I CALE 1 � I �, * - I I VL�_ ----,-. /�, ci I I I (_5 I I L-L.J 0�11 U-)_, - , _ , 0 , � 92 , il: - l' � , I i :1 � I . � .. . I I . I I � .. ; I � ' -Methods and materials used- in the construction of the improvements herein shall conform to the current , . . - � - . I I � I �_ . I . � - All work on this project shall c,on form t o thedatest 6ditioh?s of t,h e Virginia, Depza�fment �of wl . , . � * I . I � , Standdrds, The Viri;linja 'rosion - 11 ,� - � . I 11 I EXISTING, INDEX CONTOUR I � I . 330 . I � . . 0 _i, bL / / 5 � a 15T0N_I5VVA(.,,L I1IJ(2U5T04IAL U) - ­ . 1. . / 1, ­ . � , � I S ., , , �� N 't. . � I I .;- (,A- I � � r>, 11 C_. � �1_ I I � I I County constru!ction standards and specifications and/or current. VDOT standards .Pnd specifications. I (VDOT) RQod and Bridge Specifications, on. , t� ion d, I Transportati I � I � . I 40 I I - - �. I , .IX Z - i , , , I I 0 a C -4110 C\I . i I 11 . 1. � I � I I ' and Sediment Controf Regulations and any other state,, federal, or local regulati�ns � . . " ' . C I � � . - I EX E/P � 0J_ � , ' .' ___ - � \ . P.'A,FLK . 1:� . Q, , , - I . �� . . I . C -- tp 10 I 5 .S �,b , . (n . , , . 2. I -res,to control erosion and siltation, including detention ponds serving as silt basins during construction, IA6asu I ' . !. I ap.plit;cible. In the event of con flict' belt ween any of these s t-a n da-rd s, specifications, or EXISTING EDOE. OF PAVEMENT 1_­_­­__._ 1 - , ­ - ­" ­­_.­_._ � ­­ --- ­ ­ . I—— I— L , 4, I I I � , , � %4 _� N I I I I I . � 1_4 CTI I .�_ I , 0 , 1 �_ 1 I i , ; I I must. b.e pr� vided prior to issuance -of the site' development permit. The approval of these plans in no .way .0 ' . ' , I ' . )relie,ves . . I I I plan overn, , I .. 11 I . s, the most stringent shall g,* I I , '' I �, , � I I �� I I . I I PROP �/P. I - ,,, I , . �� � . 10 I , . I .. � � - .1 I � I � 4;, CD. I- - I I I I - - >_ 11 ]� 5 , n % , � �, J , ��z � � - ' the devel6p�-_- or his agent of the resp.onsibilities contained in the.Virginic Siltation and Erosion . . t I � , I . ,� � I I I 1, I I ". ' - . � PROPOSED EDGE. -OF PAVEMENT, . I . I I I � � ,� I I rE X C&G � � I I , . 1: 11 � _4 �� - I � I- I I I U t . 1. ,-:1 - I" - -� >, � = � � It-I , a), f , � ;0 . � -of H'andbook I . . . � Corib 1: . � � L -Ocr I V2. All construction- shall comply with the l8test U.S. Department of ,Labor -upaAional � � ,� .1 �, I I z:=::: ­_ EXISTING CURB AND GUT -TER . I = = - - - - . � I - - - -- - � 1 , I I I . I 1:( �( . , X, <11 - , , I ", , , _0 +1 c 0 , - .0 CO -0 It 52- 1, . 3. A permit must be obtained from the Office of 'the R'esident Engineer, Virginia Department of Transportation . 'prior ' Safety & Health Administration an,cl VOSH Rules & Regulations, � _ I I I . � I " I � . I I ' - GUTTER I PROP C&G � . - ... 1.� , '' I 6 , , , , 1!_ . � 10, I I I . 4- 'I-,' . . 1 �� Cy I I . L.L.J C_ ,C- LO I I 11 U-i z 0-, I � I - . . , to constcuctiorl in existing State rigfit-of-way. (VDOT) and Frederick County I I I I - - , i 11, 'on VDOT traffic -control, - 'or temporary, - I . I , . - I I I . �, . I , 1, tll_ M I � I " �� . I � - I � ,_ � C ck__� � V� W X, , �, - ,D'� L' I . � . � 'I I �Apprdval thi's does not i'ssuance of ori �entrance by VDOT when such permit is, I I .y� all whether perm,onen't . V3. - When working right-of--wo, I - , , I ' o , "etion I . . 6 CG-6R CG_ I 7 �_ --- I I \4y, I . �_ I I \11 - 11 A , I I I I "O , I I I � I � I C - I ." ,�� i - ) , §_ l��:, , � � �4 4' I . . of plan g4arantee permit � I I � I , I � . ' '' i in ac d ory of VDOT's work are p_r o ,6 aqu al. shall be he current e iii a ot r � I i I 'be - TROSITION TROM CG-6 TO, CG--6R __", I -- ____ ­.- -__ __ - - - - - - �, _ __ - - , . . I � � .. . . I � I IV, . 1k I �� \_1\11 , \ I 11 I . .. I I . , I �� , -, � , ': � I I - . I I . I . required under State low. � . Furthermore, all traffic control floggers must certified in -ciccordonce� with, VDOT.'s � , � . ' ' � � � I I - I I I r- 5; . JAM,'.a. eL �� < iz - VY 'Ea S__ , �:_ I I � ,� 5., �' , . I The, e,xact location of afl guard rails' -will be determined by VDOT personnel. "A joint inspection will be helci ' '' . I Section, 1,04.04-C. �Januory, 1994 (or latest edition 011) Road & Bridge, Specifications, I I I � EXISTING TELEPHONE LINE , � � , - I . ! . - � . W4741p, i.�:. I � - I - 11 �� : Ir - !N - , , . , , T , I eg I a) O� ,41 ,-�N ­ - . I . . � ' - with the Devel'oper, County Representotives, arid Representatives of the Virginia .Department of Transportation a - . ' . . � � � , � 'PROPOSED TELEPHONE LINE I ­ ---- - I . - __T­ ­ -----.-.-,- _. f�� ___ __ -_ ____ _. __ H44;H - V\ I � . 0. I . I 1 �1_ � ' I �H I 57. I S,),. O?L 37 , I �. 11 . V C i ..��,� 9" I , >1 I- 7 I I � � � � . I , - ' oil ,,r will be , f and/of paved, di-tches will be- needed. The deveiope ��DOT) to de terry) i,ne .'if and where guard 1 , � in I I -ri trot traffic rn dy I V4, I Design features relat, tg to construction ,,or to, regulation, co and safety of t I I � I '. . - I � 11 . � -VDOT. � I . � 1 EXISTING STORM SEWER ____r__r_1__­ 'EX. 15" RCP I I I - . ,F�Te. . . I W& . . I I � . I . � , I I'll. " � . I I., 1� - � V � : � I , L � I I C, a ::21 � cr) I , � . , 'I, , :14;1 I I , I ' :' - I. inzpection." Refer to �� .. , bie f6r providing guardrail and ,paved ditches as I .responsi � - ,determined by this joint ' '_ .- I � 'VDOT') I � I I I I � I I � " be subject to change cis deemed. necessory­�y ; I . .1 � o,, . 11 � , I I , � I I � I �, v I . �f I . I � I � I . I . � , �, I I 11 _____ I , 1.� � � . - ---.------,-.- ------= , . PROP. 15" RCP . 1. ,. I - - , T . I . ,.4 I . ­ - _1, � U . I I !�5 I I 1 1 I I . I , . . . 1, . .1 � I I . - 1�1 I 'ion Guard Roll and Paved bitth Specifications. *Virgirijo, Departi-nent- of -Transp'ortaL � I - � � I . I 1, � / � I I . I , I V5. Prior to Jnitiati'o'n' of Work, Contractot shall be respon-sible for, acqu-iring 611 necessary VbOT t I I I I I , I O ­ .......... ....... �� _ � =_-F_�___33Ez==0zU= I .5. FZ-TE. Szz � 1. , -_ . 1E . 1-____� . . I . -1 � � I �. I I . � I �. " I I [� L � I � , 6. � . I . -An appro,ved set of plans, and all applicable permits rnu'§t be available at- the constru'ction site. Also, ''a I I -- . . I I 11 I � ­ r esenta-Uve of the devel 6per must. be. available at all times. . r ' I - - -way� " I I land use 'permits for aryy work on VDO � ­ � I . I - I I . I I �, I - WER I E.�ISTING SANITARIY SE . 5 r � I. . � I . . � ­ . _ ,- ­ � 1 . �__ �. -1 I � I , � I .1 I � , . � - � .�,� � 11 I I �� . � I ` I I I .� I - I . � SHEET INDEX ., W I I � . �1� � , I � � t . ,�,�,� , 71- L, � I., I! , I , I � � I ."ep I I . . I �, . I I , V , - 7 " I I I I I I , I I . bf,n gn;s. a I � � k I I I . . I � I � W_' ",ing si, , , r,)' rkers b,arrico*des or flogmer) should, be in ..ac cord a ri�ce with%,the,,Manual,�on L)niform. Traffic ." I I �`. " �, . ' � � . I I � , , � .11 � I I I ,� , I I ' f . ' V6� - If required by the, locoi'VDOT Rpside6cy Office- a precon,§truction" qo1n. eren,Qe m6s,t�zb.e, � - . I I '' � , - I . : I I , . . .1 , ,� � I � 1, � � , * � IL - . ' h el d by tht,e eng-ineer and/or d,e,v " op r with ,the atte d a nrt;e' '10; th -_ " '� �" - , _ el n L and 61 f " � , I arranged . I . I , , ' � I PROPOSED, SANITARY ,SEWER . .1 I . I - - V I � , . I I ` I S I � � . . . � . I I I I I . � �i 1-- < . � r _,� . _J� I ,--, <,, I - ,i,�� >, 1-� � :;t �0 : , , . I - I - I ,� I I I " , ,' -, , , � , I I I I C ,D� . I , � . I . Control' D�,evi es, (MUTC � I , I - ,). , 1, I � . I I , . . I �, � �, I . , . . � I ' 4 , , " , . r to' J Irt, -*d� VDOT_ pri,c). I itid.t.To o I' work. ' , .contractor various C ou In t y agenciess, utility comparliez dri n , EASTING ELECTRIC SERVICE - _______�FL_­______ , � I � I I . r �. - > Ly F, - - 0� � . , : �' , I �� � I : - . 1, 8 '. � I � I � I I I I ' ' '. , , ' ' e- ' hall be - r m � ved from the construction limits of the' roadway before -plo'cin � ,,All urisu�" ,t), -material g iti S e o, � . . , I � I . I �1, - . " I , - . � I I - , 1. '. I'' � 1� � , � I � . . � I - I I . � I " I I � I I �: , I - I . I � � ,_ .1 SERVICE ------­R-----­ra- � I ----,-- I SHEET 1 OF 4 - . � � � , I I O� C, -a- � �, - �_ of U_,Q, -)Q , 11. ' � '­ ' - ., , ; , i I I - I'll, % - I , - I 1. ! � , " - - � I I . - I � - � 1,,mbOnkim.perit.' . I � .. . I � . - . I � . - . -,� nit'actor shall notify the local VD0­T Residency Qffiite�whjep, work is to begin ,'�or � ed r - I � V/_ Co r I - , -c� ' s e fp � 4 . � - , - � " '' * - I I .� - , I I . PLAN I . � ' I - . � 1. U - <� -­-0 I - Q, " . I :` I I � I I , , - '' I �i� , . 11 : 11 I , " '' " *,� I . ,,,, I- � , , . I I I � I I . � , I - � . , ' , �,� A );ent sedtipi�s 'n, t,he a prov va hi e � of 1 LO'. � qQ,R vol u: s -,,I,,-s � are, base.d on ,a �nimum,' R e P $I � - C6, 11, pova � 1? 0d, plo m I rf p I ,. P w . r,s . n,,o :,,.t,c * '. q1 .any � I .1 ; of t i m e, Y OT � ill' -�O Feq.Ll,ire, 448 h oLL' I , , � I . I , . '' u n d,ot e rmi ned, ,len g th t, -�e, fol, ,qny , L , , I , t, � " . I I � , " I � 1. ­ . 11 - ,,, 11 I , I inspection.,!, - . � , ` ,� , �, I , -8 � . I _ EXISTING GA LINE , I '' 1 I � � I ------r,,­-----­­----- I I - � . . I I . '. PROFILES AND DETAILS - SHEET 3 OF 4 I � . I I I I . ' I � � , � , Of fy -4 , *1 :1 � �b 10 U.: �<, , I I :9 , , , I , _ns I � I -, , I I 1, , � , � I I " 'I'll , '. , , , ' i "I" I I �, .11 � - �_ � pr � ' in eri,hg .prtd. 1: " '111111!, ''i ,,� ,, ,��, �t,`6�61,i,`fd. wil,.l 'rle "' - ' ' ' d' � I . . ., quire 'rev,lse Vavernent sdctibn,�,pre ared" by ,Gree-nwoy 'En-g,' '0 ` ' ` .approved by � the' owner. "I , � � . I I � . , , , - . � I � ,,, I I I � I � . I - -1.1'. �? �, , . I - � I . I '4 " , , , � I . 1. .11 "I I I , " � I ­ I 11 , 'than '5'/q ' ,to . I I � � "I, % , I ,� , I I I I I , - � 1. , 41 " I �� � , , � � , , , - I I �, � .1 � , ,, � , 4 1 .,� I � I I I ., I - � �, I , " , , , " �, � - , . '.1 I I , . I , I �, . I � � I . r I ,� , " I � I � 4 1 1 . T . � � , . , � � � �. i � I . � I . . - , , , , � .- , . � I - � - . I . ' , 0 I� I pro' o'.4", firbin 'th� - V,8. The Contractor wiR be resp risible. f;,o r. m.aipto4nii.-fg adocluate'"o-cces"s to '1�', �"' . � : - � I . ", I �, i . I ,. .1 1� I I - - PR0PO$ED,,,GAS LINE I - I � I - F . , . 11 . I . . " &____.._�____.0 __________.___ I . - . � I I I -AND I I LANDSCAPING I I CON4 � EROSIO4 & SEDIMENT TROL I I ­ " I I . �,� I I 0 1-- < Cif , , I > 1.1-1 _. , '" , W I I � I " - IF- __J 0 U, < , - I < F­ > rr) , , , [ 1, I 10" ; , -,A,I!l roadside ditche's .at -grodes of,more sball be p,aved,-, ,With c�ernent concrete the hrnits�,indl,cated � , , � I � I 1 4 � ; �­ .'the, - I .1 . I I I 1-fe � I . - in-struc-tion-,eritronde-, ' � . I ! �ROPE�TYUNE' � --- - ------- - - � I . I I - - I I r I L, - I I ir- , _J -<�.�< () , - , I : I . � I I L, I I , � 7 . I I � . . I , and'as required 'at'the. field inspection. . I ,� I ent. publi,c rocidwa� through c,onstruction-cind maintenance of Go Jac -a c � Q I , I .1 4 . I . � - � I , . I W '> - i:� 0� - M � L - , - - . ___ - __ - � , , I , ­ %, . - '�_­ �1� I 1� �� � . �' "11 ", " �. �% , � �,� , ,,­o*n,Jhe .pfons � I I . � I I . . - � , " 11 I . I I - I ;. I . � L - - - -A.H., spriog's :shdII - be cappe,0- � and pip'ed rto the nearest storm sewer' manholes or ctutb, iblet. �The pipe shall , * ,� - � � I I I - � � I - - I- I I f In occorddnce,� with the Virainia. Erosion & a.e m nt ,Conrtrol, Handbook, See 3. G2. . ' - - ,e - . � 11 41- ­ I- � � � � I � � . � . , �,� � P"ro'L -ermo ,,pro'lect ah'all bc perbes, ,affecte tK is'' � , maintdioed Furth I re, access, io othe'r I d by, - - �, ., , . I � . � , ' I � - , 'FLOW LINE 11 � I , - __ . - - - __ - � I , � I � I I I I I PROJECT INFORMATION � . I , I , ?.R N_!, , 0 llsl'i I - I � I . , , 1 1 " :t�,_ 5; � "; � C) �. : , � � , 0- 0 Z_ M n, ry - .. 0 � LL_ < . � -< � &� , , �� , ". � �`,`, ", ,., � , � .,:,. , " I � .- I . I - I I I . b 0, r-n"'h I m I -er 'arid � *Ir�-, to' VQOT standcifd SB'_T. 1. I " �, , I � ' I �U,T , o0f.c 1. ,, 11 ,,,, 6�' diam,,�:," , _. I I . : I � I I , . � , 4 I - - �11� �� 11 1 I.'' - � I � � I , . . I � . , �, ! �tl­Qctjon, � I -, 1, ­ �,.�� th�ouql)- cons I . ,� . j. � "I � FENCELINE � I --- �1--��-."+-)f---l-�---*----Y-----�i�----W----* ------ X--, . I � � I I I I . I I � I . . - I , , . > I < , � �, � � � I-J I ,:i, -,, . fA - I'LL . � I I I - L LOT SHOWN : LOT ,31 - STONEWALL INDUSTRIAL PARK I I I I I __�_ - lz�� P z -.Z,- � , ,� , , I . ., I - . I � , ; I , � , , I , . " . - , . 11 11 I � I , . . - . � " - , I . I . ,­ . � 11 ,� � '1 2. Con�struttlon-debri3 5�h,,cjll be 'contdinerized in accord8rice, with the Virginia Li.tter Control Act,,� no 'less then I I ' ­ - - I . , I I , � ­ I I I . � I I � I I I - I ,. � . I I I � 11 I . , I I . I I- I . I I � I - __ ' . I � � - I EXISTING POWER POLE . I -t,� I . I - I I . I I 0 � , . I 0 - , Z � � < X I LIJ " Ui < 0 ta�� WV . .1 . - I I I . .1 1, I : . 11, � � . - . � I ' 4 - I , I �. . . t-t er ' ' e . . I I on,e I i ,re'cep.tacle -shall be'provid d at the construction si te. I � I I � I . 11 � I I � , age fs achieved and maintained on -the si e_'durin,g -, A V9. Controctor shall, ensure adequate drain �t . - . . I . � . I I . I � I . I the end of 'c ' 'stru 1. : on ction. � � I ' EXISTJRG TELEPHONE POLE . I -L 11 � I - I � - � I MAGISTERIAL DISLF�LC_T. .GAlNESBOR0 I �_ <,"'., ­4 A E C-, LJ . � - . I : I .21 0 , . , - 0, , <'b �- , , �_ � r, I -, , ''I � � � - , 4.S..�, . �� 1, , . . . - . r I I . /,:)r � ' " other eqLUipment prior to, �',,Tb,e Qontra6t6tr -shall, ro-vide odeqdote-,m,,eqns of cle,aninq m-ud ,from trucks and ­ I I . ,p I - � I � � I and at � - I I I I I . I I � I I I �. I . I - . � I I , I ,� �� . . - . I � .� I - � I I . . I I I I � � �1 : . , � I I I I I � , - � 1-11 I ,l , I � . � I I . � . . EXISTI�4G WATERLINE W,/ 'TEE � . � ! T 1 1 1111% , ­ - I . ' ' - _� 1 � PARCEL ]DENTIFICATIO'N NO. _: 43 '-1� - 4-8 . tr, - I . i .., i- tP �,:,i ,> C. `_1 J0`11-A- fu! .-,> , I CC, I - I , fl " �, - 0- ­� __� i �, -0 _. 0 � 1 * , 3�: 1 11 I 11 fi--_ I , ­ , , � -, , - .: I I - � 11 � , . � - �, , en, t bI . '' � it, is , tk e �, �ts;� 611a�.d . 'Pip -ic 8tre - ts, - and --orltroctor�s respprisib'ility -to c1l,ean ,stree � u st, ari d ,to take � ­ ,, .erin,q, e , ,,, � � , I - I * '-' ,. . , I 'insil'r'el " ' *are ' . VI Q., 'A I 11 ,wat�e ' , I � pse,6 V h % r and 3ewer finets within existing. or prop,( ,D*07 right-of-woy'are,to �), , ove � I , I ' ' ' ' ' .1 ' ' , ��. ' , , " ' ' " - �6'6 , 'and, I i, i . . � " 11 � - I , . , , � - I .1 � t I I :� . � ( � I I I LOI ARCA. - , 6.6358. a'c I � . I -- 0 I ­ U� rr.- -,�- - � ,_ . . < , , < I � 7 1�111 J, ` I I I 1, : , " I , " I � � 1� I , �� , , . � N 1 � I , I . f�alj , - � , I, . I to that the streets maintain'ed in" cl,, ct. mud d6d dust free ,'Whate,wdr,�mweo-s6res 'orlp .:ne,cessary . I I � 1! I I � I . I I t.on,dition b-t all times.. ' . I I I � I - . I 1. - I , � . . I I d-, - , . n,d 6- -iq , g�! ta, � minimu, when, possible, t 0 b e, , if�) s i all e" d 4,u r I roadway , ra n ,:e 6 i Jes- I rrt' 36" cover I � � � . I I � I . I I I . � I L' I I '� I . I I I I . .1 . � I . I I -1 , I W, -PROPOSED., WATERLINE W/ TEE i � I _ I � 11 . .1 � ,# ITi - M � . . . ' ' � I I 11 �_4 � DISTURBED AR 6.5 ac , . . t.r\ I I r %�4 .t_ - , - J 0 _V � � , V < 1_'�11 � I I � 1 ­ , - I , , . . I I � ­­­­ I .- . I ,- � . I � 1� I I I 1. � = . , I ' - Ml � � � I I - - I I ,� � I ' .1 . � I � � . ' ' L I i L � I � I - I � , -, - " 14. I I I ' � * Notification shall be given to of water' ncl, I appr-opriate utility company prior, to con-struction a /or sanitory ' I VI 1, An,y unusual subsurface conditions, encountered during th�e, course of ort,structiori .'shall - be- Ic I I I . I � I 'engineet, ' -�, EX)STiNG, FIRE HYDRANT .- I . � C& CURRENT ZONING : rM 1 1 4* I - I I �� 11-1 � ,_ &k� �_ I I :,��, 15, , 11� + I � . I . I I I 1 I - I .� � I � I � I I 1" ',,'- �' 1, ,the .� . - I .- r � -r, 1i I - p . - ;�we the s. 1 n f orlm a tion , s. hould al�so obtair,ied from tlie a propriate� autho� ity concerning pelrmits, -4t , ' I V � ,�,crrk shall deas6 in that L I immediately brought, to the atteritton of th e and VDOT. � I � I � - ; 'adequate I � - / - I . � ': . I I . CURRENT, USE : CORNFIELD '� . I I -_ . ... � . - , I : 1 . I 1 � "� � 1,111, I , � � I _'. ­ , , . � .1 �,, � ,� 1)", � � - � , L �, ' " ", � , - . . " ; ,, ,be,, . I � I . � I I I I I I , -onne. ns. I `sh�e , 1,o. exlsting,� lines - �_ets,' aho" c, 6'ti o � I I . I I y VD,6T' de'sign. con be.clet",rrr"wed by Ahe-, engineer, and" approved b � � � I e I I ( vicio,ity -uihti[ an , ,, I " I I I ., : � I � I I I �. I � � �, I � I � � I I � � '� � . � q XISTI,NG, WATER VALVE w, �� ,E � , I � I yii� a � - I W 4 M � � _ ,O.TOR FREIGH � � PROPOSED VSE . . , 'T, TRANSPORTATION , I ,, - ___:_ (42) .. I ", I I � 11 i . � I � , � A" W11, , 4 " 1� I , : , � , ''.", . � � � , , ,� �' , , I 1� 1. , , �]� � I . , I I . - � � . � � �' , � 1 5.,,` � ', � I - I . I % I I I I I I . � I � � . I , - . , I � I � � " ' . ' ' , ' ,Aft"'i's-cinitary sewers and .water md-ins and oppurtleriorices sholl* be, constructed in accordance with the �current I I � I . I � I , I v . � , , r I _.� I I I - � . � 41 1 1 , I I � - , � * I . I I- - 1 I 1, � � " � I " D I V1 2. All,u'nclercut areas and borrow material shall'be in0ected art d a p p I-6 ve.d, by'V,,, OT Inspectdr ,I . I _ .. � .- I PROPOSED WATER METER , I I I I (D . I � , I I I 1 4 , 1. , . I � , 1, I . . I I USING NTH AN OFFICE I "' ,,- "� I � � [ 7 11� I - - . & . I I I %.,. , fl� , I �& '0 ", . I , � I I I I , � r I " � � . " L� 11: �, I - I'll , � C . I I I 16, I , I , I o . � � � I � ., I , � � - I I I . � . - 4 - -of rred:erijck County and/or the Fred'erick C6unty Sanitation Authori;t y- I � � s ifications . . . I I I � � � I � . 1. : I 1''. I I , - prior to placement of fill. � - � . t - I - I I . I .11 : EXISTING REC )UCER � , W- I F> W I � I . . � � �,,._�. � If. Z , Vl\ l,'_ - I X - � O� A . Ll� - 4 �,-? �, I , � * I r, I , I � - , * i . .16, �, I I I I I � 11 I . Jh - existing records. It shall be the " . ' , e locCition of existin,.q utilities shown in these olans are taken from . I � I � I I ' -irizontal and. vertic(.�I' tocation of ,,:ill existing util,iti.es cla n e ed ed contractors resp.on8ibif.ity to verify exact hc , . � I . . I I I - � I - . � 1. � I , ',�� I ,� - , V13, All roadway fill, base, s6bsurface material,' and- backfill of LrOlity/storm sew-er treh,ches, shot I ,' - I � � , ' � I � I . PROPOSED. ,REDUCER,' � . . �, . - . W I > '-d- I I BUILDING: CORNER'LOT I PARK] FRONT� 25' I . I FRONT- 75' SIDES: 5' * I 0 , W " U I - , _�"pv��, , - V , kt., I. 7,, J:.k . � I, .I tv 'ip I I , I�TU �, , , , 11114 I - � I ' ' 1. ' , . 1 . I " �'­'' � : L I I I I I I �, � 0 , � 11:, , I I � Ithe 11 � � L . .1 I The co . , ' r , ' - - - I g from h.is"existinq " prior, ,to c6n,struction, n+ actk-,)r shall inform' the,engineer^,of any conf! cts arisin I � , 'be c 11 , . r ticq,l. m axirrii.,irh d n5ity,';as d6t,5�r' ' - �'I.tl�,�' I e . e , 1� iT.Jne, --11,,ay �, , 4 ompa, ted' in � 6" -lifts to 95% of iheo I , , , - ' 'fult $ P SIGN . .TO � , . � � � I . I SIDES: 25'(5b" ' er BOCA for this use) � . p I I > � 1, �� I - �& r, 1,w . ­t I ., , I . �'! I , I I I .� � I " A , � 4 " � I . I ' I . . utilj,ty verification and the construction- I I HTO T­99 Method A, within pfus or ri-tinus 2%, of opflimum,rnoisturp, for' th,i� Width . .AAS � � I I � � - ' ; HANDICAP RAMP (CG-12) . 1':Z� IL-b- ;��, � I ' I W - m % \J,� 4 �a , . I 11 I I . 11 I - . I � . pr,opo*sed � . I � I , � � I - . . p � � I ' ' of any.dedicated 'str,e6t right-oi-way. At the direction of VOOT Iryspact,pr d,erisity tests , I i I ' � . I 11 , DENOTES LOCATION OF STD VDOT ,___ BUILDING HEIGHT: MAXIMUM = 60, PROPOSED = less than 6,0' with final design I I - Ly 1. ,' "_ +-_ , �� , � IN - �- � � � . I I _1 I � . I - , I , , 11" I � The developer will be resportsibrie for any damage to the existing street§ and utilities which occurs as a r � I . I ' - I , - performed' -by a qualffied indepen n ed as, -requif�ecl in. the'VDOT I I � I . I � 'submitted 'i 11 CG­�12 AND�,% J-URISDIC11ONAL ' STANDAR AMP CONSTRUCTION � I I � I . I ,1 . 1, Itt. � q,,,�\N 1 , I i ,�� q\ , � 11- . 11 , " I I I I , , . �� , , . � result of,his constructibn project within, 'or contiguous to the existing right�of-way. � . � � � . I , �Road and Brid( o VD:OT, prior. to je Specifications. A copy of all tests shall be ,t ' ' � 11 1. I - I I I � I � � ,A, / I \ I I I , 11 I I � I ; "31 ' I VS �3'W '4, 11� � >10, , " � , � : . " . � " � I I I I I I - " � 1 � I , . _�8 I I . I � � . I , , I -adirig ,is prQposed within easemen-ts of ,utilities, letters of permiss-ion from all ;nv( m I 11 )Ived ,cOmptinies , ' Wli,en g'r , � � I I I I ' � I I . I ,1� , , final VOOT opprovc,fl: I � I I , "', ,. '� 1, � 1. I I �, , . , ; , . � � ­ I , : � , 11 " � I � I . . . , I I . ,� I � I �1 I I I . . .,PARKING INDICATOR . IDICA'! TkE-NiUMBER OF TYPICAL PARKING SPACES' IN TEIS . I . / 12 \ I -- .1 SJGNS,: PLACED O'N BUILDI,NG I I I . � I 1 4 . , I 1; 1 � I " & P1 i" I , -, , I W � 1 � �1' 'I , I � I I ,v I I ,� , ,,, 1� ­11 � � . , 1. � 1 , , I - . . I I I ' ina and/or site -iority 'prior, to issuance o �grctdi t ,be pr6vided to 'Fre f ' , md.s derick Cou I rt,ty Sanitation AUti � - � I I . � I . . � I . � � I I � I Vl 4.' VDOT Standard CID and UD�. underdrains shall be .installed- wb,ere, indir.ated an th.'ese,,plons I I I . I � � I I I TESTPIT ,e -1 . '�, V/11 - . . -� PLACED ON BUILDING (SEE DETAIL, SHEET 3 OF 4) OUTDOOR LIGHTING I . . � , & � tL W �:, L, I M. [�_ , - ­1 : I , - ­ � I � I .1. development permits. ,� I , '.. � I t , � " I � I and further where 'det,,eT:min-_d necessary by VDOT Ins pector. ' I I - � . - I LOCATION 11 1��? I . OUTDOOR. STORAGE: NO OUTDOOR STORAGE PROPOSED I , � - � . 1, � - , : - I � � I 19. � I I I I . � - I I -e develop, r will be i y �Utif ties which is required as a result of his ­b , ,e -esponsible for the retocation of on - i .� - � - I � � - I � ro aonstruction. -1 I The relocation sh prior'to c I 11 . . . I � I - � . � 1� I . �. I I - I . - - r- instoll lation of' any entron-ces and mailboxes -within any dedicated street right-of-wqy V15, The . I � - I I I 'HANDICAP PARKING _____� . - (H J , . � F. A, R. �ALC(JLA Nt a PARKING CA C�ULAIIONS T _ __-LO._ - _-. . � , Lill Ir - 11 � � , P I r, �N", 11 -, .1�, � I I . - I , I � . � ) � I _� �.� ` '�. ' ,.,p ,ject,, 1, , � I �, I I � ' " I I ; : �_ . 14- , , -1, I � � , ,, � 4 � I � 1-1 I I , " . I � , �� I � 11 I � 1. 1 I � " 4. � . , � � I , I I , I I � ' G�oves:ites this be- shall meet, VD0T rninimun-i design standards and is the. deve,lope'r's resoonsi�41.11'y,,- I � � I I . � I I � I 1! ' L ' . ­ I � I . \ - � 1 REQUIRED = 1.0 TOTAL TRUCKING TERMINAL'& WAREHOUSE -�� ! NY I I , P� . 1 I M� � ,4r�., I I � . �-, 11 �, �, . � ! shown on plan will protected The�e ptans, identif�/ th,e� location of all kmown gravesites. ��. . I , _ - I � . � - in with state� law. In the 6vent gra,vesites are --discoVered during, constructim the own'er and - - I I I I I � * .1 I � I 1� . - V16. If required ,by t'he local ffice, copies of oil in.voices for materials within , . . 'VEHICLES PER DAY COUNT . - I - Fiao�> � PHASE I - PROP _BLD.G. , 52.5QQ/289,057 = 0. 1 8 1 SPACE PER EMPLOYEE I , 1. � ' - - C) 1 , - C\ ,� - , % I - ,� I I � I - ''I � �, . , 1-1 - I I �- I - .1 _ciccor6.once � . I I - ' I I - 'gineer Must be notiflned immediately. � � - � I I , �i�n I � , � .1 � � � I , I , I 1. any ded - - VDOT .inspector Prior, to I looted street right, of-woy must be provided to the I - I - - I 11 ' ' I T Nf OROPQSED,BUILDING ENIRA I '. - � -, - - ..= ,,111�1 . I - / Z ;,e:, ,� - I o -,, PA e,, F '7 47FFIe,'G- I,5,PAC,1F I . . 1) �- I I I I - 11 -rA t E M F" i-,0'(6 I- 57 = I 5- To L 1 It. -I- I - - . L 1 - F I , __ i T I 11,� 1, I � . il , � I ,, - I , - .1 I I - �, t I � I � , - _� � - 'f-o' I . . ap,ce of w-0 rk. - s, ,may b re � � accept .Unit and 'total prlce� e Qb8cu d,. . � I I � � I I ,,E � , I , .1 � � I 1 I 7 , - .� C . � I , �'f �� - � 1, 2,T. 11 , �� L "' . . , ,y Greenway EnginQe�ring -, T­h-,,e,­con`trncior,Js. verify fieid'coriditiorl3 prior to qnd doulng,,constraction arid. hofl� - . r ' , . ­11 . '. I � � . I �,, t . - I . . . � I I I � L .. I � 1, . I , I . 11 I I I - - I ' I - I I : , � i I I � � ,I! , "-, . , : IT ,, � , I I I , , , . �� I 11 I � . I _� � I I I I I - . - , - � ;, � � �­" I 6'2­4185 im,ril.edicitely �of 0,r)y discrepar�'(-.,ies 15,elween' 1� � : _, d -� � (540) .6 a c- t�d a' I field conditions and the q,pproved picin. I I I I � I , � 41 . � I � :, 4 � - I T ,, . I I I . � I 1� I I ' ' . I I �, / " �, . I i I I I y VDOT­ equi ed, ��'� - V. - - s') ' c iqna�ge- an /,o.r 00'errfent - -Prior ac eptance,,,b of' any streets, 'any r r st'reet d V17, 'to - �, '' . I � I I I � ' ' I - . 16 N'.'SIREET L HT EXI§t! G I I I . __( '% �_ . - I - , � " . I � - `_ ' ' I A 'S,P i � ' Tdf I:'kEQ6IREfb'=`Z,�P A ": � CES , i ,� I I I I I I I . " , I . . I , � L � � I I � " . . � 4� 1 2; I 11 , I "_ � � I I -1 � . . , I I � I I , I � , " ffl'S -shall be -Icpmpactecl�Ao 95% of 'crxim,u - , - � -ido Controffed f m determined b,y method 'A" per stat rd, I r � � � " _ ,; ' MUStL - . r, , I � I rriorl<ings be instafled by the , ,eveloper or� at- V,DOI's,- discretio by VDO,T .Gn' an I . I " , 1� I I . I - 4� �' � I - . I 1 4. ) _: - , 'r . 1 I 1 * �/S_ I - I � � I � � . � I ,�11 I � . . , - , I � . . . - - -proctor A,ASH,TO-1'99, ASTM-0698,-or VTM .1 as Gpplicabl,e. .,Density shall be certified by a registered account rece,ivable, basis. I 11 I �, . .� - . I I PROPOSED STREET NAME SIGN + I . I I I HANDICAP PARKIN,,G � I � . - , -t,­� .-, � . , . I I � L . I L I If a I '.profesaional engineer and results- s4b,mitted to F�ederick County prior to pavement construction. � 11 I . � I 'this, I I . . I I I . I I I - -1 I � � I- I OUT �PROPOSED SANITARY 'LATERAL CLEAN I . / I . I I 1 PER Z5 = 2 SPACE REQUIRED I � - I 1. I I � I , I I I .� . . . � � , I I . � - . � P I I . 11 I I . � .1 � , . I I 11 I - � J'. ­�, " ':, � I :1 11 � , ,� �. 1 2Z,_ , ' -iould supersede the requirements in ,note. I . I ­ I . . . - � ,cleote'chri,ical report has I ben preocred,' it sl , I I 11 , I I 1 � � I I I I , ""' I ify operators wh.o maintain undergr6uRd utility lines in the area 'of' proposed excovci,tin' ,Con,trac.tors'sha I not 1. - `e g . I , I I : I � . , , - TRIP GENERATION I . � ' - DATA I . . I , 1. ,� � � 1� ' , I ' � 11 � . I I �_ . I I I . I I .1 I � � � 11 11 '' - � 1� I I I , I - " " . SANITARY MANHOLE INDENTIRER I .1 I - � I,- I I Q)2 , � � PING C�Al. TIONS HANDICAP VAN ACCESSIBLE SPACES PROVIDED _�_AKSKA ALCULA I 11 . , I � 11 I . I . I � * INTERIOR REQUIRED * LOADING SPACES = 2 . ! � I I I I . , . I " � I �� I 1-1 11" _� I I � ­ .1 � 4 , " .. I [1, � oF blastirig',at lleast two (2) working days, but not more than ten (1b) working ,days, prior to commencement . I � . � '11 . I , = I I 1 -SHADE TREE PER 10 SPACES ' 4.1 REQUIRED: 1 PER 40,000 SQ. FT. I ­% , � I- 4 '' 1. - . . I . - I , I . � I - I I 11 ; . 1, I � - I , .. L - I Pf excavation or demolition. Nao,ias and telephone numbers 6f the and opi�rators .underground utility lines I ,� . I I . I , . ' ly appear bel�o.w. These n rnbers sha -,y concl'jion' . �, in'Frederick - C6,un - I u . � 11 also be used to serve in an emergenc I I ,- � . I I . . ,� I . CLASS .., I . -_ 750, , USE I . I I I bFFICE , GROSS sf I . � - 2500 I . No. OF EMPLOYEES ' . . . - . - I . I TRIP R,ATE � I . I � , I ' ' 11.4 81� F7e,r V�Pkv A I I I - VPD ,, I . 11 1. I "I I ' 2,1,9, ; , , I I . - - STORM, DRAIN STRUCTURE IDENTIFIER . I I I I rz- J - � ,� * 11 DOCKS PROVIDED, PARKING - LOT = 598 sf . I � * 1 GROUND LEVEL . . � * INTERIOR PROVIDED * . � GARAGE DOOR , I I �- , � i I I I *ttr"_ � . � . � 1 '4' , � , " , � . � . , 11, � , � . �_" �4,�', � 1, I I' 11 : 1:1� - �.� 1� � I , , ''I I I I � li � I ''I . , I I � . 11 . I � I . I . . . . I ,, I - ;Ir I � 11 1. I � . 1 ! , . 150 - - . WAREHOUSE- I i WAREHOUSE � 15 1 1 .'-- . � I ,� � :, "" � 3.�89, PER, EMPLOYEE ] : ' 58,.S5 I' � �, �, �,- . . . . I '_ EASM0 LINE . ,- I 1 -, - , - - __ - __ � 4 SHADE TREES . PROVIDED I - . I '' �,;.�, , � "! - I i 1�� ,, � 1 , , , I I I ., I I � � I � 11 . � � I � I . ! . ' . � I � I I . � I 4 - I I �, I , _. '' 1, I . I I . . - I I I 770, sf OF GREEN AREA I I " I I � , 1, I . � . � 1. 11 I I , . � - I I I I � Water/Sewer: Frederick County 'Sanitation Authority . - I I . , .1 � I' - . I . . I I � . I . I . � " . I " . I I . , , I �� 11 I . CENTERLINE � . I I � I I � ! � I I -1. I I I 11 ! _�_ � " I - �,' , , � � . - - ,.� ,I_:-:,_ ,- - I" , * ­ I � � _ _ , I 14 , I � � . ' � I , , . I I I . . I P.Q, Box 1877 , I � . - 'kinchester, ,VA. 22604 � � I i I 'I . I I I I � I � 1 TOTAL , . I 1 1 I I I ,� 1, 4 277.35 �. 4 . I 1 � � I . EXISTING SPOT ELEVATION . I . 12.0 I . � 1 '. * EXTERIOR REQUIRED * I . . i SHADE TREE 40' OF PARKING LOT' 1 � . I , '4� . , � , - � , ,� � : I I , ­ . , , , . ��, `�. , ,� 't - . -1 $L � , �, � I , �- 4 ,:!o ,_ I , C _�;� � � I � . I � . I � 1, I - I � I � (5*0), 868, 1,061 1 . I I , I I � . I I � � I I - � . ,� I wl I � . . � , . I I I .1 . I I I . . � . � I . I I I I �, � � ; I � � I I � � - , � 1 � . , PROPOSED SPOT ELEVATION, . � I � � I 1. + - . 12_�� , 1 , 'PER 11 __ I : � I J I , - / 40' =_ 14 TREES . PERIMETER ,= 6,60, � � I � � 1 � I I I I I I , "', " �_ '!��: � , � ... 7, � ". ,,_� � , � 1, t __-",!,: - � I -!' . ,, 1� ;� 41 1 � �4�1 , - , 11 I , � �' 1-1 I I I I I � 1 � I - I ­ I � I I Ii 1' I , Phone: Belf-Att'antic � .1 I , . I . I . - � I . I � , . . . I � . � I . I � I " C I I . I I I ,� I � I " � . I � , ,_�-­,_----­, ,�__.1­'__, EXIT8TING TREE 'DRIP LINE ­11­-'_1.'_-,,_ -,. � �`__'_ - ___ - I 1 3' -HEDGE BETWEIN R/W AND PARKING LOT . I I . . � I L "I I 1: � , - I I" � � 6 ,....( ;1 I , 'e, 1 .4, 0 C5 I ; +_1 > - ,-, � 11 m � - . � . . i I I ,� 1 I I P.O. Box 17398 1 I - I � . B�altirnore, MD 21297 . I . I . ' 954-6282 � . 1. I I � I - I I I I � ] - . I � - , � I , I � . , � � " ,� I , . t 4, I I I ; I � � 4, 1 . �--f , , � - I � , ,,�-/\"�, . . . . . " , - �- "', " ", ,�� "�' It ., , _� �, ­/ _,j- 15 PINE TING TREE . , " t" ,-11 15 OAK � EX115 " � . � - . I I � I I � * EXTERJOR PROVIDED * . I , I 13.SHADE TREES I If- I - � I . ' > I - I . " ­4 1, Q_ I ' T r"'� I I ,�� , � " - I .'W"', " I ", , J .. � � ,to , I 11 , , -1, , 1�>% _�� . P, � � 1 I I I � , I - . I 7 , � - . i �; I . I I I I � . I � I I I , .1 1. I . . I I I I I . ,(301)' I � , MISS UTILITY '1�800_257-7777 . I , - I � I I . FCSA CONSTRUC,l V r " ., I �,�� TK"N 'NOTES, - ' I �. I I . : I . . %_,��, . , , � " - � , . 1, . � I I 3' EVERGREEN H EDGE I I . I ,�, , � � I 1� (i) �.) �3­, �W"�4-,�, 1. - I �_d� � ., � :1 . I I I . . . � I 1; , , � I - . �, I 1 � � , I I . I , � -1 I - " � - � , .1 I I I , � I I � . OAK � - � I . I I .1 I . �, . , . 4 Q) , _4 . I , r. , :1 I", � I . I . I I I . , . . � . Power: Allegheny Power . .� . � . I I � � . I I PROPOSED TREE I 0 � I I I I I � , � � . . I ,.r � _1 � , 1. IQ Z, _ �J - P-114 , I . - I . ­ - 11 .1 � .1 � - __ . - I I I ' � 11 , . . � - . I � - . I - P.O. Box, 14-58 � . Hagerstown,, MID 21741 1 � . . I . . � . � � _' - � I 101 With thete - plarts.' The 1.� Water ,and sewer / jines are t, be, constructed In accordance WL firl,es , , I . I i . � ,I 1 I I . . ., � . 0 ,�,4; � I 'j' OU, 0- - I '�' - - I I � , I , I , , . � i -8ob-654­3317 I I � I � � I I . I shall, additionally meet all requirements of the Frederick, County Son itotion' Au:thority, � . , I . � I � I I . � - I I I I � I . ,, :1 I I � I �' I I ; I 1� . � �. I I I � I . I I , I 11 . � 1 I . . -1 r - ", ',,� �_.t %�_4 "_ I , ,,, �- � , � � q� .� ,­ ,, E r,�!::=j 11 cd �_l - ,, - 0, �, � " ,t4 , "" . i , '. _ ' " , . Ill . " I . I I I I I .. I I I � " . I 1 � I I Gas: 5henob'doai-� Gas', Co. � � I I I . I I I I I I I I � I . I . ' " ' . .1 I I , - I , Z - s,hall coordinate With,,, ' r - ct I Q,n, I y 'el" A4,thori�t'�., a " I I The contractor � I on d arronge for in,spe b' th'.' . �� 11 I I I I I �, '. ,� � - I:. . I - � , 1, , �,`, . � �. � , � . a � - I � I I I . . I 1. , . 11 , , ,:.:i , , 10", �,� - """'. " �� � �� , . I I � P , I , ?f i I �_ " 4 , , " Q� , M .�fi � " � -- -, , 0 t ,� I . I k � I- . � . . 1� � � - � . I � � P.O. Box �400 , . I " I - I � , I I I � I - � . I . Windhe'ster, VA. 2?2604 " � . I ! � I �, I . . � . � � � ,� � . I I , I . I I.". - ' 3., � Exact 'locations of',wat& and sewer- services on new' linea ore; to be coordinated, with the , � ', I � I I - I . . I � 11 . 1, I I � I . I I - . I � I I I I I . I I 11 I .- I I I i , .11 , 1:� � .,,��l 0 I_q , , " I U .. � ,� 0 'Z Q) � '� 1+41 -.',�� 110 11 . � I I I . - I I ,� I - I . . (540) 869-.1111 1 . I k / . I Authori,t/s inspector, I � �. I 1, � � I . . I I I . q . '.1 � i � . I . I � � . � I . I I � - . I . � I . � - I I I TJ 01 _�o � 11 1, , I - I � , . . I , I I I , . I : , �� , , - , , , �� , " � � I , 111� 11 - � I I I . . . , . , . , 1, , I . I . � � I . � ; , I I . I I . � . . I I 11 " I , I I 1 I I - I I I . ­ I I I � I . �. � I I I � ,; ", % + I , , � I I I , I 11 � I �_ 1 - � - I I ,� ,� � , � ,t� I I . . � - + 1, � . � � � I I I + �. , I . I I I . I 4 1 . � . + - I � , I ., � I ., , I I I I ' - I � V�'a 4 _ L'. alf, be `2 --­� . � 4. 1 ',ross 'the -� e J I VC p ip Q, 'The pip .,.§h ' ' " ' ' inch. , � , - -rn A c . street )s�hall� 11 I �11 ter hite _-Is tha be . n ,r �, , e 1 11. , ' - -` ide � ,+ � I diameter SQR21 or Scbedule 40. ' It Shall, run 2� feet beyond the, near�sid,e and �6'r ,S - . � � . I � I . I � I I . � I I + � I ­ Z_�, ��, I . . "t,-.4 I, , 4 , , � ,�� �', � 4 4' .� C� � 11 -011) _., , -1 I , � � I - . � I . . , . I . , . � 1, I I I � . I �, . , I I , . 1, � I , I I . - � -_ --- - - - -_ _--i-__/__ . 11 I I . . � � - . I . � . I I I . � CO VER SHEET . ! . I I I I � . 11 - � - � , I I . I - I I I . , I I . I I - I sidewalk. 4 � I . I "_,� NW944%4 ! � � I I I - �11�1� I . I . , . I I I I I � I � 1 4 - I I . I 1 �, � I � r� � " I . � � . I . . , ,,, 11 I I � I - 7 . I � �',� 11 - . 4� , , , '.. 1: � - � I ,� I I I I �� I .'�� � ,, - I I I I . .- . .1 I . . � � I I � _. + I . . I I I � I I ��, I I . I � I � � . I � - � I , � ' I - . ' - ' J - ' 11' " . � � . I . . � - I �� __ . I I . , ­1 - I 1 � �, , , 0, � I . I , , , , I � . I � I - I I 1 4 . . � � .� . . � 4 I . rity mointenonc�e deportn,�ent is r, , �Jnstal'llo on,,b, . 5 - The SanUotion Autho' espo�sible �for' t." .1 -� f I I I . I I I I � I . . I I ,. ­ 1 " I , - - . I 1.4 , ��. ", , � � I P'. � � III 1� : , I �,, �, - i, " , ,: � �!" �,� , - , �, 4 I I I , , - ­ I . � � I - I I I I . � ; - � I I 1 4 . � C I I . .1 . I . I I i 11 . . I . . . . 11 I I ". I .� ", . � ;1 I I I I � � , � I � I ­ I � I . � 1� I � � , .1 . I �� � I � I I . I I I , I I I I 1. - � , - ermon-, nt �meter�'is siet, th ey , e,' fr a m,e�, - W � . I require; .1, � ar� �,'over to ater meters., Before a p IE� ') - - 1, 'd +c, 7 I . � t h" "I I , -- - I I � I I be rly aligned with its meter boa� n yo, . qr�'e%,dhd` cbv& 0-be s � b e.t. to, � p rop e� �', o'' d 4,e,' bar, �2),"i e fr ' I I L � I � � I . I - . ' ' ' ' , . � - I I I -i I ' 14pn � . Y I - . . 1, + � ,M 'RK D,� S,t, ITH , . ,t No, 022837 - A� - . I I 11 1 ;1 �� � I . -1 � ­1 I � ­ 1 2 I 1, I v . I I I �, I � I :, �' 4 I . I I I � . . I , I , , - I I I I - ; I � . I - f Pmje.�t Name ' . . . I I I - 11 . I . -17 - "I - -1 't ,*,,-,, To, GU ' ' � I - Project Number-, �. . I � I I I � � ,,, " �-� � � I I . I I I � I - - � - I � . I - � I � � � � I � . I � I . I . � I � - the firval grade of --the' lot; �,3) � the ,distance between the too of the caver ai� d th`e or . , I . . I .yoke , b __ -, I � 1. between 18 and 21 inches; arid, 4) 11611 of the' m"et'er box assem'biy to' be ini, �� � , - ., I;p_ - 1.C14 .0 I 1 I �A ��,-_, . I . L i.n P - 5987 I ! I I � I ­ 1 �, �, � I � - . r I - . I I I . compone,rits . I I I I ler. I 're � I I ; # , - I I 1� , �, � . �. .� I I . f � �, . � I � � I I I . I � � � � I + - Ar, *sponsibiWt y' to have ,'the meter . proper working ord It is the cl-evelc�per S/Conc actir's , - , I . . . . box in.stalled I I "I I � 1`0 -1 I - ., 1� p . I . 1. , , - I � 1.� I I I Magisterial Disqtrict: . , ' ate of Plan: (Montb, Day, Year) 4 , I I I _ � " 11 I as'sembly . correctly.' . I I . - ... . I I i I �.�. I I 11 1. , � � � 1:1 � . I . I .11 - . . . I � I - � I � + I � 1. I , . I I . . I I � - I � . " I I I - 41 1 1 - , I + I "I 11 , � I 1 - 1, . " I I - Gainesbot I . I -o i 8/15/97 � ' . 1. - I . , , , � � � � 'I � - . I . I I I � � � I � . .,O. I The Slanitation Authority shall -in -stall all water om'd sew:er services tho't coftr1ec-t 66 ,,�exisbnj I . I . I I I I I I I i �/ I � 1, I I I - � I I I I � � lines, The location of the top and the termination ppint of the 1'ate�rol .are to, be . I . . � I- I � I I � Owner: . _L_ Address, Including Zip Code & Telephone No. - � .1 . + I I � I 11 I . - , . I coordinated with the Authoritys assistant engineer. An applicator) for services irn u �,, t be . I i ­ � i �� � � . � " - I I I I . I - � . . �� � � - ai d - - [� I PROFESSIONAL SEAL &, SIGNATURE 1 . 30 Ricketts Drive I - i I � . I ; I . I I , I � " I I I I �'. , I �'� I �- : I � . . I � I I I . 4 . � �� � � � , The. Sanitation Authority top -all water lines. TheY w4t furn',ish, the' materials 1 ' I , , � THESE PLANS, ARE IN CONFORMANCE WITH 4 Thomas T. Gilpin Winchester, VA '12601 .. . (540) 678--1110" . I � 1 4 I I zz_� - ' I I - I I I'll 45. � I I I I I I � I I 1 I .17. . I shall existing I - I . � . � I '��,\L , � I , . I I I � . I I � I �� I 1 - . I 11 � I � I . 11 � I I for and make 'the top. The' contractor must make opplic.otion for and pay the '�cost, of . I . I . this work, . . I , , I - � , I T I . � FREDER0 -COUNTY SIANDARDS AND, - - ORDINANCES. ANY DEVIATION OR CHANGE � I ,& , - &;,11 I - t�, , �� k -01, � I ­_ - - I � __. . ' DeVdWer: . I I Address, In.66ding Zip Code & 'telephone No, , I ; I I � � I I . . I I � . I ��, � - . ' I . � 1 36 Ricket,ts Drive � - t 11 - ��', 1 " I I I I I � I I . I IN THESE PLANS SHALL BE APPROVED BY R*cket.tQ Consti I � M I ­1 Winchester, VA 22&CI -uct'oh Co., Inc. I - I - � ' I D 7Ni I i p E �J, ), I � I I . I y . . 1 � - I . The contractor shall tie-in a new line to art existing -icinhoie,,by c6re drilling th e manhol'e. 8 1 In . �. I - I � , 'r STRATOR PRIOR TO . THE ZONING ADMIN11- � I . I � . . . � I . I I . � I 1 (540) 662­4164 - I I � I . I . I I - � I I . . � I I I � I I I . I � I I I I � �, . I . I I I , I - I 9. A double c-heck valve backfiow oreverition' os�sembiy is to be� installed or),, any kne,� Ore or 11 I I I * - I' . , ON S I RUCTI ON, .1 C � I i ­1 - , , .0 -1 11 __111/ - � .11 � . , �, , . � � , , 10 0. 6 1 ; d ____ ___-_­=_ - _. I - - I I , Engineer Certifying Pfan: � Address, 1nduding Zip Code & Telephone No. I . " ' . . I I . .ome -' that goes rito - ,-SE St6ndorcl-No.' 1015 d -stic) i a b6ildiria The assembly is to meet AS - I [' 1 . . 1-51 Windy Hill Lane ' ' 1J I I . iI " - . . � , . . . � � e or '1011 If -the asse' mbly is mounted inside -a buildirig, a rem.o-te �recidou-t is requir d. . � � I I - I - �, I I . I [ , � � I I � 11 1� Gr,-enwGy � , I 9� Enci -ing Winchester, VA 22602 1 . jineer � 1 (540) 662-4185 , 1 . . . - ,\ � . ' � . . IV I . "., _HEETN - .4"" 1 - " I :1), -1- - i I -- ---- ---.----- '' ­_ --- ---------- - -_ - ­ ­_­_____ , __ _. ______________________.__, _____________._____._ ---.---------.--------------.----,--- ,-----------------�-----�----.-----.---------------�-,.-----.- I .���� � Im' I �__ I - , 1.11=1111.11,11FI-L � ��____-_-"_-_­___-- , � __� . ­___ .. .- __-_ . ,- � I , _._______.__._.____�_____ I - L -_ I ,------�---�------�--.----------.- -1--,-.---.,.----�-----,---.--.--.-�-.------�-----.--..-,----�--.",........, . " _, . . . -.4- 0) N Cu Ql 4 a J_ U Ln D 3 O l CX m �Gf (�rc), T � E 7 'r. J5E 1`,ANUF4-_ t t,lltRIN ry ptt t , r. V m ,V 1m g � - ���m�' !qj PF�P 15" E ppeW _. EX F i FzE i C, Olt �2w; PC 24 • 0.� ^off ^o T \O np % H4(DF'A N C>� ' 1 8 wl �� Ros �4- I t a r..I r d--14M-'' m ;F'KEb SE-1 IN ...710�cr -„ H 1G RA M P N o-TE HA F-AMP5 (GG-(Z'S) AF-E -ToeE \,/EF2-iFIED f3Y VDoT FIELD (NSPC-GTofz A,i To LoGAT(oN IN ENTF-ANGl= S CUR V,,;,=- DATA NU-MER DELTA RADIUS ARC TANGENT C44ORD cl 860547V 40.00' 60.61' 31.90' NW *53'54"E 5602' C2 19005'31" 690.00' 229.34' 11605' N36048'20T 228,Wl C3 85003'33" 50DO' 14.23' 45.86' N6904TI E 61.60' C4 2001258" SS4.W' 351.05' 11131' 811'4175"E 34S.23' 18011,30" S14.W' 290.50' 146.48' S18048'M"E 289.28' C6 119'0K3'01" 20DO' 41BS' 34.06' 510-01'51"E 34.49' � o Q, ' o It "�� � •,„ ` is t To T"'f 4�-•Pit, -' -ON" ` - U52E GO,RNFI,EL; � s�-,,q —� A TAPPING -7LI-EVI- AND VALVE log z 3 M�-Ci'1 _ .— ' — — " `- �•_z� h e� 47 oa d Ya. Se and --- — _ ary Rte mar width R/!.W<s F-732 <b PRo"ED &"5AN I TAR ' SEWER- L ATE F2-A L_ WILL 5E COPE pR-ILLEP iN AT AN INVER-T ELEVA_TIvr`I of 7p3. Z5 LIME M?ARKE 71 \ -. �_, 7�6 �, PFZe9P lo' Ex TENslot`i I FF �mm I FF 000, /z` 19 / o tib SUF-FACE SECTIONS ion JQ //. A = (o7. B 5 ' EX.3o' U71Lt►-( E-,M'T. (P-5. 551, HALF TYGSGo1-7P(AL ETIt4 �Jel r_lca GEHTUIz--( LANE McG"EE IAAD ONE � !" f , �WbE i " t= It .�", T u ? 41� ,z -7t t G Rio l '/Z " S M- Z D 3" E6M - Z LI - P> RSA-7 E Ex. PYM r. \/AWM9 IN • Tel Sty - ZD I� gM _ Z Z(-5 RA`3E * -2A►..tE RATE vF F=AL.L A5 EX. PAVEMENT 1c, 4< TFZuc-V-- TP-AF=FIG ,ANTICIPATED EF X TE N D 7-1- 0> DA T E PA -77 (3A-- K- c51 F' GLI R-5 SCALE 1 -to' HoF27- I " = Z' VEFLT. 1'12" SM- ZD S" ZI-8 l�ASE ENTRANCES PAVEMENT ( (3A5ED oN G13R - E, Z1/2" SM-ZA �" 2-1-(3 2>A5E PAIZICING Le-T PAVEMENT ( 5ASED oN C_ 9>FR-- (, I'12-" SM - z a loll em - z 8" _Z I- <3 BASE PAVEMENT WIDENING ALON Me:. G H E E IzoA C__> C'�ASED ON Gl3i�-(o 61zAVE L AF--EAS �I DEVVA L 14, 4"G4-,?NcP-E7E �3� psi W I F l t3E F2- -,{-" 7-11- 8 6A S E 00 GaNGF2-ETE 3ck5:>(f7, r +" Z 1- E5 BASE PUMPSTEFl- PA D Z_ W No 00 w � 00 z N � N 1 _ 00 z c•� �� J 0) I 1 "G= _ L z *' c U) c 0 O� QLn LWJ O a) X CD rn U) co rf I - L L a> o °� c •Cn � L c � o W (n U- > 0 Q W ~ Q J ^ Q LLI >Q�o >�� O O �. Q� � a �d Q Sao Q J O Of I- p L LL_o LLJ af o_WQQ J > o � a z a- O o Q0Q� Q a- � u) Q tY �crU?w z z (/) Q U � LLJ * O �E Q a O E-+ Ew, O r- c co O O DATE: 8/16/97 SCALE: 1 " = 40' DESIGNED BY: AS-MDS JOB NO. 5987 SHEET Z OF �' MW , G12055 SEGT(vN '2 A- A 70--2 I" : ZVEf2-T. F�f2 f AVVlAENT I I ' I GN SrrE D�7AIt_ Lb \zn \ L 70 rJ I LU W d 0 \ \ LA�( tb rt (� I N m ; p I ` i'F�of'oSE D � METER BOX HARDWARE 5E £ PIPING DIA METER SIZE YOKE / h1ETER BOX * 1 DIA. METER BOX COVER 3/4' 5/8' x3/4• (20 gpm) For9 Y50 i8 ,n, non-trdtic Ford C32 trofhc Foo C32H 1' 5/8• x3/4• (20 gpm For Y504 24 in. Ford no. 30 rtna(tstar cover W RkAE- t 2 top i.d * 2 1' } 4• 30 m / 1 9D ) ford Y504 L4 in+C',Or,,,d,no morTrt*2 to 111' 50 or24 Y 4 inord no. monitor( over w MAL - 12 to lid - 2 STONE CONSTRUCTION ENTRANCE CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) I • t a ,n �� � W 0.c:a.rr• t Sr Pastt AND EXCAVATE A 4'Xe 2. STAPUE Wft FENOW. to TK POSTS T'IIEIICN I,PfEOPE ALtaai TK tIIC _ 7rrTn oetk t 10 • •ac raw OF P05n j 03 to SIDE ELEVATION LXMM Saw e 1jlAa. •! �Jt, � �Ir to motor ! ' ♦ lttt as required ' i f wwwa. coo+ sw, r•a 1 �!/�� / (./.•C�./Jy curb dot gutteratvoI j SECTION-B sat.eK. Ipaw t 1 j + � M OF _rAW. MC AI6 _ _ MO N + �,1 11 o •} f 1 '^`t I ; I INSTALLAl10N NOTES: sldeWoik i 1 . Exoct bcotion of meta Doxi eaaembty- I E I P to be �pproved prior to instoHOtian. 1 _ , type i 2. water service crossing street anal! De J i K. encose�l in 2' die. SCM40 or ( M 0 i one Copt beyond sidewalk. aproes the c yfor-_,_-_- / E T o N I street, to one loot beyond Wiroolk, str�le m�etsr i i G 0 S r� 4 I f'F�PoSEp; GizADE Inetoli�bon% r+tt. DUAL METR INSTALLATION I l I 3�I SGA ,E: I"=Io'F(i�Tzz. o eX.G�AfvE 1 ( Nf y / / 4' & 1 ERT. -71 { I I 11 5 8'1 , 3 Figural SER INSTAL TION I 70-7 — 5/G I 1 -70' - „ t�G P GL IIL e o.143 `/� 1 I '•x 1:somel ob. *Ad wft -�- { � Q. 0 I �' ` \ ' � \ j I r( • � : � ` �°" ata,,altttar T rLLI I i LU r it as k 0 r- �070 J i % Z — oonarate , N 1 1 , Lb 1- i I �— ea+awe ° r I U pQli F 14 E- 4 lU L V e R-i l i ,w,,.,.etaat G l f o r M r e ! tSst N G " ; XQUARWHOUML + ! I d GAE. IZR " i Hoz rl a 0 I O LI- v E RT. O + I � i !1 won e,rlratlMq Q t>i +.. pod 11 , I , 1 i j 1 0 to o-i 0 CU t7l a� cc w 0 U m v 0 co 0 U D ( C'a-A �� N! * 1. In non-traffir area - 12' thick polyethelene pi tic + w r > C J In Ira fie„gre4 ___ inf cod c Leta with t Q11ti _ __ treated 2 x 4• with _.._ _._ _ T 1 �. i � 7 CV 111 [ # In I. I is area - 3�4 x steel plate with tlia. oD I Dann 1 T t` i I I c tered opening and for coated both sides is to be ! t` 6X . Gt2ADEi ' j (� p me or cover w,w. �,,, /.� cod betweid artdire+ntorced concrekt x_ ' h-��1 �' 1 / ( oil �� c- i�1, I 7 1 sear obovt Y' Mr• • , C. (l �+ ` fin.! gprior I I '' 1 varies bs-required ( to ' rade ing i8 I I ; a-*� �' j��✓ / k� 'S 41 tll y< Z ! Z i 1 i coin +e"oxa.+r I` E�L U i �s Z t:< alter! tar.rr %o!o - - - - __ -- posQlionID i I td-21' motor b F�C�s c.,c.e r I the I I 8 (l !jl I L car r y P T - - - rrwat w -- -- - - - - - - - - a t -- --, -Fb4►1 - 17 ' St ", l.5►" RGP � I i I i fi '� � aeeo , — --�-- __ � i `%• f O _. + a - �_ -'S Ongie Check IVeI •— 'r a ! i T"' rxTtR rAetllC ',Ia Ttt wwE ,. etexfX.t MID CO~ lfk �' ui U7 — — — --- — — I — — i Omi n. with elraln vilve { ; AND EXTEND ri Wt0 jrK T#ENCN _ I EXCAVA,ED WIL ! C a `+. ----- i------f----- I8'min.( a t ll type K topper u f SECTION ' -A tuturtgi eorttmuous _ r > / 0 L.1 0 wi101 !Dints from / u_ 3 TtToarPtol V\ 409 w i i ,+ Pt2oFlLE" GULVE�•-?G NG ,, � SCALE (" c 7- HoP- -I. U) I 1- I i- = 4' V E P-T VETER SETTING PARTS line $Is* met ]I1e1 yoke onQQle yoke ball V. , tingle check va" Apons w 3/4- 5 9•x 4• Sot FM94-223w Nj1GA04-323TD-G EC-2 1• 3/ YSO4 &494-344W +CA94-323TD-G EC-2 .�- rnlTE1, ,IArtoc j + i 1 + boos aM VVyant lhse 3z_1 i 1 1 PIPP OUTLET 1CONDITIONS { 1 � ' ( do PIPt Ot{ u.r To PLAT AREA tjT}{ NO DEPINED PLAN f i 1 La a i , I — - _ - - - -- --- -T- 7 SEMCM 4-A rase* ear Elsa Tr r-r: Poll! on= Pata111 1 r3 ' IZ� Z I I i A A 9do (WIN.) I li I 1 .t -�- -- -A PIPE r TO VICU• j DEPLNA►INEL P �+ �.> 17 i I OL , I Source: Adapt S sfrom V fl- ill 2• art. - 1 I ad Va, D61l1!C _ ------f--------- P3 OB-; � ' f 0 IL d �I ! i _ aecTtat+ ,-A r T (l1 f i jow clan! #V a r r ==mum *0 ants Piooicrol I I i 6l ! i Idaw t1M1+K ` KDTes t. Astex Lamic my PA TC mr, 1110,910 Cox" <11 I MASM lea : t a► atPw Aa cAts„tATtc t_7 it (=jc T�i�TI N G GLADE ' ; � 1 ` I r i awn. to be ptrtYwtta � ! I i �I + O 4 ore' above dbr I 1 ` tterwc rsa a.te-s Are s.ts-4. — ! PF►aP. GF�ADE o wD f ; %OB � i 2 j atelaosalia /wd .t a4 a f ! I a �, � �a� NOT 1 _ teo.a► ttres,ti autatTtot avT I 3 PPAP' EXI !RTI NG 1 r P711/fiJ (� C7 a _e { Safrejt: Va. IDSWC Plate 3.if11 r i ! ttnecftartical t � T i , ,t -7vGo i ev o { AM1YN see 7 4 3 41 oft CD Lb J 5 CA t U) to p ! f PM HYDRANT If 1 1.Y i Willow pp I Volvo "'*Plug � XD 3 Q t o' IL LL 1 Flbun a �y.�, to main:) p Ci coo m W o Ur 7o z i i k +Mvak+c i - I W W _. _ _ -----_ -- Z > Ln n __ IL p; "f U L E FZT i �• to v,� •_ 1 to p Q „ i N da 1 9 EX _TE N S l o N }. 1!eaat�w ,__ baatnn !� u! 4 t7 >I a t. l G N T X Wz ! o p f llQ`r E + `fl t } ' I + `7CAL '. ► Zo' HdRZ. Q f7l i t o 4• D ^ ► L.. i 0 ( ( 1"= 4' Vdt2T ao ! f•- � WATERL I NL + .� - �- i•.e«d t _._ _. _ _ _ _ - Q_� - 3 ;�i Iz Ptp F'I L• E x ! _ _ Ow baddill SCALE I"� Zo' Ho[zZ. 8 x 11 e• Ir g- ! { ! <*' ,1 E ! W N •Q I = 4' V lzT + 1 T!n sudaera b amid boo 4o upalops djds of the dice is 18 tnt3hoa (w I 3.09' 1 i i t. �. //2 O.D. j I Pet• IeeNtOte Plwa i ` TEMPORARY SEPIMENT WRAP I ' � ! TLFMPORARr DIVERSION DIKE �a ��-�r+ tom, ✓^ i 4 ( ono,Pre if1 F"�t`I f I j i (rLY• fA j I ... j ' ! 4ra► n0 / I j i j tr.ertNter�r 4t Ytlelr I 1 i Uompacted Soil i "t p � E i i r--- a 1 f5aaitdw T 1 ba111ac�11 ! ALVE GATE a o ftlA �- - � - j ! O a r 4 —now ! 4we x Iwo - r � { I :.1' .......f .Y .. pM1. i.• 1 MIIL O D. _ �1 �? RT1a � QI� �•�.. } ._."._._ :�• � t, 8• tit°N r �. cerM11111y ji I corr,.at.d -- t ii ♦.6' n26 I •a,Ia P(it s Ia_t i sMltts Aaottsat eAas r.aww IICibNplaA� r 44- I -- 1 , ---------------- flSS SECTION OF OUTL T o 1/2O.D. o.D. r! C e wMe how jen,ove F �-V tf 1! rA i 1 ( i euas I srta► i tetaiK i s.n . /f' I B' d. ►elletu ►Lwow-PAssv� �ii i t � PeorM MadN AtMY1l (ii ''-1-i _-.+ �J g ? f Sf0/1a awreowP 'Y7 i I a PtI�e3Al-1 =�-- --__--------.._ ! ____ _-- _ ...,J "r .J• �.Ianuawa,� i ... I .. --�- ' "-'•-.i air, 2ot�t _ . t. set w" seeeon Over aiwleebe reps" to 1- tld .. out to be made s 1 i ruwl. bepaw 4waftle " a.r ro •e*• O i I%:1 or flatter. ajoag with a mirtimum'bate � of 4.5 feet (see Plate 3.09-1� onpinal tladtt►eas - �} I r 1'��IMaCV I -- dom r,ar '"•d.+orrecp.r The channel behind the dike shall a positive. grade io a stabilized outle' U tLe i +� pt�e�" /� f ! I _ - _ _ __ _- - - -- ----+---_- .._ - - j - -- --- - -.__ - - -- - teeft7t•x1 --- __ - _Ir T -- - -- - - _-- - { 10 1 soar+ I �ttartncl it is lose tFiatt or equal W 2tto subilization is requtred. If tie ToW gre+aalr ♦-'-- tr.Iwaarl tll1N ! ON a1s0STpN f than 2%, the channel shall be stabilized in a000rdan le with Std. A Sppe• 117, i �. � M aoni ��,.� ®, Q Q •_.-' " 14 SORMWA 8, . e e.a entire trench to beIF eX '9 1-E15THAA OfI �t a ♦0 tN. THEN TH• i.L..o(►C' , COAItS[ AooaE'GATE SMALL � v00T I3. IS.S7 Oa S � I oornpacted 21-A I �tr r►4t� mac s+pC DATE: 8/15/97 - -- L The runoff if free of sediment• mint be relcosed through a s%bil*W audet � 0�TL�T PERSpECT!VE VtE'►V� ! - f"H�wL 4' "io� ex"r4*0 1 ' 12.. twee - - -- V D.O.T. PAVEMENT REPLACEMENT Note WIawroeraeKwt Mrta ,rn+�>Ie SCALE: na Satre: Vs, DSWC Plate 3.13-2 ecreamassreWtilst Y,eiIlUNlsstaa DESIGNED E'r: DLG--•C-R TRENCH & BEDDING -- — F1purM 1 10B NO. -074 a SEW1=_Ku.EANOUT S'! fEET 3 OF �- Ptprre T7 SI4T FEW$ CULVERT INLET PROTECTIO1 i { I r 1 i �"garu I _ the Ptsta I ' OPTIONAL ST�NE COM I I INATION, to t.e• i rww - I i.Y , 2I CIAw I o~ Tot " loIa eY at n adMrc O s,tT ra" M ' xee7v wpt mocly or n aw 4"Erosion and Sediment Control a • 4T L. 7 iJ i 1 N G ALL L GoRN E CS Er1 K r. I%,^ r-a I. Narrative con is SedknefM AND GlieNTEKy To 13E S►Hor WSt,Mp n 9 slandaw W I TH r L.A T E S 6 p H t M D WELD kV4v1 H T 5i \ Protect Description I'r s !." KoUG N SA w N 1. PehsrtafifiM ertafgor•ry sort staDlhzaftaMax De appw•a to Denuded areas within seven day GtSrlAK, rL.1H iL? alter MM Valk b reached on any porYpq a ter sere. TemporaV sort Naanzatan shall be doM wliwlj sweat days to denied rhea that may, not be a final prow obi will remain \ The site is located in the Stonewall Industrlai Park on the corner of McGhee aor do I for taper earn it day. Pennrrafa Stabilization ehax be .vpa.o to area that we to be 8 nt $ x /4 4 T8 a L- * At- Lis M.r1 T pt r A L Road, Lenoir Drive, and Cent Larw. The left OofrtirrM 1br mow bian owls yeer. "C%;; �' = � i .� � " Tv 51— purpose of this ',� w --��, �� ra.A T f:7 T� K EGE t V E �` '�` project Ili for the 2 Durtnp cataMtfWaft or ter protect sox Stockpiles The a and ours .rises shaft line, stabipzed ry ` a N tv. e T " H I Nl.64 '- I I I I _ 7y it x 1 /+" x V'o" Tp rATe � construction of a trucking terminal / warehouse fatality with an office. The first woudi omom sthdb--m IrappWq ration of s To atoci pile n n Sao u w far ter temporary 'E T ='?r,�}1, 0- � I � GATS !•vf T w"tie PL — — — — — — — — phase will be a total of 52,500 st and an additional 25,800 sf will be built SW ilawww"y ed � oDrot" 3. stockpdee on sae a was a twrrow aw .rid 11MN11 iro.0» 6 f 00 , later. This narrative will be for the 52,5sf and the proposed errtrances, 3 A partWtaM not rvegetative cover shell be established on denuded areas otherwise r 1^1 l I X PH T parking area, and trucking thruway. • G x ce�AC ra'itS fl OAt Lit tlRwGr>Ce1`f VIEtAI parmN unlit stabilized. Psnnanem vegetation shall not be oonsrdered established until a ground n T " » p _ E1(I$ �►fl Site _ Cpn(jJtlOn8 caves M oahlsad tMM Y raldbnn, mature enough to survive and win inMDe erosion V,4y y,; WITH f i M ~ N oliPfi 4 �t-uMN II��iipp I _ _ _ _ _ 1 fladMl11a1M brrtMsardfwps, perimeter dikes. sediment barren eno other measures intended to tiAy � ' I ` f � I trap tMerfial '00 ba OerlMhuded as a first step in any landtlbturti tp actrvtry Ono shall be , , I I The arts currently is a cornfield. There are no creeks, steams, ponds, mad• ttrtdiopsl baNw tpst"eap land drstufbarxw tatces Place `•H4N. I.,-i. 6fU PIP, — - TOP = 7 �� c wetlands, or forests, just a Cornfield. 5 Stabilization ntaNSO ba 00 the applied to eenilan structures suds as awns, dikes and diversions irnmodlalallf of blMAa-- . I N = 7 " OUT -100.S;rrj' I I Adi�cent.ProL�Si3t� 6 Sediment traps anMMeN Opr d SO WAS, shall be deNwd and cortWtKIOd based upon ter tow dtrawapa area to be served by fM gap or basil. V' E N = 70;= 0,`:3 , i 1 i I The adjacent properties are owned by Lenoir City Co., PolyProcessing, AUen `--J `--� R. Knotts, Century Graphics, and Gary Vanslckter. a The rrtiilMlrrWrrt swap capacity of a a•dkrtsre trap OW be 134 ctblc yards per acre of rr drainage aw. ant! ON, sap eMrx alfy r701M1o1 agirt.gs rise less then live. saes. / d� 4% TFi C -- TOP 11 a X, tb tram aalerbedses that is wises comprised of flow from drainape ass• GAT 6 D E TA L.- - o preaw Nan or egtsM ta blare sow OW be contrsaed"aaeamso trait. The b.&WM nnoR 1dlMnmsm storage arprgbtt of a aedMmatM tteMfn snMh be t ie rstfbiC yerw ver ach of / Le-Y 1i~. "" ,f' dr linapo straw. The WA" a IN" stiab,10 a atinirncra, rrtaMtast ft slfucturM iraewty of ! Chu _ (N o T To q.GA L S) -- The soil conditions are taken from the USDA Soils Survev The sals ran itslw the Debi dwkV a Naillp4re year storm of 2e-hour duration. Ri runoff catuhgior*VW orrgrpatw to a bars earth condition or 1 expected to etdaisdtlb der raNbseal barks is ttatzed. 7.Cttt rind MI = bodog$* d sad ogvabWod in a rnaniw that Slopes 1he1 aw 1b 1r waft aaastae1 61 waA1n one year of Perin be provided with ad6ftao sops stat>tlbviii measures Liam time pfobiern S. concooirated n~ dirt ash ftw down curt or a slopes unless Dares taanporay, or perniatorM riMnrhsl, Akio or Slope wain so we 9 WRtenever water seeps tom a Maps taw, adequate dreinep• a miller provided. 10. AN stain sewer vets go am made opaaWs dw%V oon•budlon ON s WN"we-lades water cammat attaey r"convance ""I wretch ant I txti•rwfee tmswd to rwtiew "*no& t t asfas hearty corrlMthped atrmwa41 00"ance d"Niaais a pip•a adequMe ottdaf pwlaor, did my wtftMrd trraprray ar permanent c>a WOMW in boat Ne comispow do mil ate recelvhg dhaatM. 12. 1Mtan vx t In a we swlr•aWAW & pimfove d, prrowfsan stall tin t attt. , .-A ., 0. i., aerblhser I %WAPM aril MaWn tfr worth area to prsa to- damp c onstru aw NeaawdpY mok*W aftab be toed tor the c ca slarallys laid ooffetdams. I.aldhsa IN may be wad for Naas srwYuhr A, flti cover mewls. 13 when a Nva watercourse must be rypasd by wnsuuction vehicles m sun-mart/rpaMed, • tarmpaary vNtGxer Mrean aoe•kp oasslrrteted d r snax be prevtwd. 14 AN appic" federal, stioa ate local regulations pate" to warkil water douses liar be mist. IS, The add awed -1 -, of a wear course shad be stabilized immewately twerarccum is cernpiated. it) Underground utility tines shad tie mstaaed in accordance won the toll, addition to other apprrcable Criteria • No mots than 500 wiser feet of trench may be opened at one b Excavated n1MarW spas be Placed on the uphill ads of usflcf a. EA M Itso, dlwrtMal1 0 aperfMbtro aW be Hills, off, vo llmartt Maop' lydavi aor it W sad dlaMtttara'to a manner x Mlsat f1 time wadraa ar mere p ilwty. d. MssanM wM it bmMMAIq lrtrnMl•s shallbe property comps weeien WA pwlr 'm Mlbxt Mw e. bb Rerlxzauon shall be aoco►to§WAd In accordance w ft tiles t.Apparabb safety rVLAW" SW as complied wit. 17 Where oonrMaction vehkM access routes Intersect paved or pubes n made ta ntMMaM>Ra 1st trwport of sedtmere toy v*hkx"r tr• AhV onto N sedWMW Is - - No Aa 1 Ofre a Paved Of Public road wrtace, the road are al Me elect of each day SednM sner teaa be removed from ti tie�irldirerM- N a SedkrteM control disposal area Sir" We ally alter stIII of i'Is rwatved in this manner This provision shall wppiy r�pvalO MANO fees a 00 a to larger latd•WStu(tung actwttw. ISM fafrtp 0y atrMoa aid sediment control messlim shistA remove W* At alillbit 00 or AV the temporary nonama we no%Mw nail aANWIlind by Ill No�Mrtpfam . thairwrM .rttf the drill ream" "M on amp ldfri Iw pecfiahiard AtMlterarhe" 40 d 19, Proppow am wMaways doonstrtaiM bo$i �r�i mall etas shay) "dim" dapaift, eoop sap vekrnq , VI rota or Si a- I NOr fwlan her fhs rya 24 kaur info ma 11.MohM10 atarktalaa and atonal,: .. , a 4- tr U Z IZ W 0 00 t_,_j �_ Z N � I ° tb Z c (0 U) W J rn c0 rn >_ 0 I N ] Q = to a) a� I Z U) o O l l ) .,✓ to W c� L 0- Q) X 3: 1-- LL- F, rn to rn C L.-L Q T �> o W (n 0 W ~ Q J ^ Q > Q 0 002 O ^� Lj- LC) a_ Q d r) Q J Li- 0 Q 0 0 0 > L'Lj J oa0- CIO > 0 O z a_ Q O � Q Q `t a- � (n Q W v? W z E cif z (nQU> oN *�LZ0 = (n o� O S. �pN Q �6- tip' a � C) a O 1-4O 'AQ Q �� w � �Dw SE- �E-- n -0 � o E-�a �w DATE: 8/16/97 SCALE: 1 " = 40' DESIGNED BY: AS-MDS JOB NO. 5987 SHEET -- OF �{ Sri K z rs LO r` co rn Ln LO 0 GENERAL NOTES VDOT GENERAL NOTES I LEGEND ( VICINITY MAP - �- EXISTING INTERMEDIATE CONTOUR , � I Sf��,LrZoct��___-_--- �• �' c� '�.) f 3 W A 4 �� � Co G and materials used in the construction of the imtsrovements herein shall conform to the current `Yt1. All work on this project shall conform to the latest editions of the Virginia Department of } T' Iiyll�FX ru i�4T IUR 3�0 f � o / `' � c� 1. Methods a i EXS ING _ O C _ STOW ,L.I_ lNDu5TrZIAL w f c County construction standards and specifications and;'or current VDOT standards and specifications. ' Transportation t`.,VD0V Road an:d Bridge Specifications, and Standard The Virginia Erosion -ion � if C federal, t PROPOSED CONTOUR 4D t+ -° fM1 and Sediment Control Regulations and any other state,,or local regu°ations t � w ('Af�K Qom. � 04 fl a J � •= � �; Measures ',t control <rt erosion and siltation, cation includinc detention ponds serving as sift basins during con-str uction. < + "t t <- es n r c ,� , r Et. ELF i a �D � -r 2. veasures �� e p L 9 applicable. in the even of conflict between any .>f th . e ate .lords, pecific�t,o rs o, ( EXISTING ED:7E OF PAVEMENT � _ \� - � o must be provided prior to Issuance of the site development permit. The approval of these plaris in no way !any, th© most stringent shall govern_ i PRL;P E P � �, 'yc � >_ --> ! relieves the developer r ills a eat of the responsibilities contained Ira the Virginia Silt�atio, and E,o:sion P I PROPOSED EDGE OF PAVEMENT � ! �, / � o`er cy � � Pa rw Control Fianctbool<:. V2. All construction shall corn I `�/ith the latest U.S, Depor ment of Labor Occu ational � :-._ � _ __. -_-_ _ _ _-a ° � � P t 1 � E v to I EX C&G, �, comply t P' , EXISTING GkiR3 APJD E�UTTER i s 7 must ° e obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. i -- M ( F� ay a�� L , J ° rr, �. permit u 4 0. G _g 9 P ( { VDOT) and Frederick County prior to construction in existing 'State right-of-way. PROP I t , PROPOSED CURB AND GUTTER ( \ a d Jy. LJ Q x ! V3. When working on VDOT right--of---.way, afl traffic control, whether- permanent or temporary, I GG_6 ,v,_�R � r ��' / � � ro Q 9 b this plan r fit - + ) r i T when 7 Q' y i- 4, Approval ur hf� doe-, rlC)t rfUUrCrn. C rSSUarI _" Ur do en t'rrliit by +s[t.! J4tP.• SUcrl ;:?et"rnit is r, �� t ( rY° / \ d v PP P shall be in accordance with the current edition of VDOT S worm area protection manual. TRANSITION FROM CG_C TO CG 6R required under State law. l' ' control faers must `' in accordance with VL10T.� ( I Furthermore, all traffic co } f o { t t be certified � � J?NfEs � v ��' i EXISTING TELEPHONE LINE ---- ---- - _ _ _-____ A,Q c Gat The exact location of all ward rails will be determined b, VDOT personnel. "A Joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 1'04.04--C. I I woo ( Developer, _ +g + l F P rr r P Transportation 1 PROPOSED TELEPHONE LINE __ . _ _ .._ _ _ .__ _ __ ..__ __ _ r HIGH tr (, N c > with the Developer, County Representatives, and Representatives c f th., Virginia Department of i 5G(�4�L ST. FzTe. 37 CL g L O w i r'I r;ti ' t ditches k P developer- I V4. Design features relating to cara'_truction or to regulation, control and safety of traffic me LX, 15' RCP W ! � C _� (VDOT) to determine ,f and where guard rail and of paved will be needed. th,, devel,pe will be _ - ( he subject to change as dee ed necesscar'r b , VDO-f EXISTING STORM SEINER __V.-.. .__.._.___."_.__..__...__,_ 'QTF u cn responsible for providing guardrail ands paved ditches as determined by this Joint inspection." Refer- to f � J � a # Virginia Departrraent of Transportation} (�iUC�Tj Guard Fail and Paved Ditch Specifications. PROP. 15" RCP- ; _ ! �- 11.5. RTE - 5Z2 � f f" E iZEPBUD I V5. Prior to initiation of work, Contractor shah by responsible for acquiring all necessary VDOT PROPOSED STORM SEWER t 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for zany work on VDOT ri ht-of--wa E representative of the developer rnust be available at all tilrres_ g y EXISTING SANITARY SEWER - SHEET INDEX N f i V6. if required by the local VDOT Residency Office, a reconstruct+on conference must be PROPOSED' SANiTARt SEWER----____-3�__ _ _ �___ _._ .-__ I �.,( ,.4y r �__-- --- - ---_ -.---_ _ _._ _� _.___ _ ___ 7. Warning signs, r'ra, rk e rs, barricades or fla <�n� en should fa e i n ;a c car d a r~r c e with the Manual a n tJ t ; i f,arrri Traffic file q � . " - , _ y , p A �._......___._____..______._______.__._...�_�._____-",.._..,____.__�___..^.____._.___._.__._ _ _.._._._._.__ _ ___ •s , r•� y arranged and held hi the engineer and/or developer with the attendance of the i \ L.LI_. t ra'l f]c i MU T ) _ y`. l EXISTING E _C- __._. _._. _ _ _.. - t ��1 t� Con t _ l� � e J ces { C�C) r r, �, s r; t : + i - �rnp �iP� ar'ad VDO r rlor to lnitiatlan of wclrr . EXISTING .Lt�TRIC SERVICE -.-__.. _r�_..-__._._ \! > Cr 0 .,t.ntr.act r, ,arrow clarity aaenc-ies, u.i ity cc , at p 1 f COVER SHEET SHEET 1 OF 4 \ 8. All unsuitable rnaterial shall be removed from the constructions limits of the, roadway before placing � PROPJSEE# ELECTRIC SERVICE_ -----�-s---- -----� -___ ____.-_._._. � � , � U_ Q i embant<:rr,er t. i V7. Contractor shall notify the local VDOT ResidPnc ' Office when work ' is tv begin or cease far t PLAN SHEET 2 OF 4 - 0a. r LL _ . _, any undetern-rined length of tirne. VD/OT will also require 48- hours notice for any EXISTING GAS LINE __._.____..._..______.__� __....____ ___.__.__.____.__ PROFILES AND DETAILS SHEET 3 OF 4 -� < � o 9. All pavement-secon the approved plans :are bused cyn •�a rninirrlurn CF'R value orE 10. (--'BR vogues less inspection. 0 U `'- than 10 will require revised pavement section. prejared by Greeriway Engineering and appro'✓ed by the owner. PROPOSED GAS LIME--.--____r:.._.________._,;_-.____.__-._.__.__._.._ i LANDSCAPING AND SHEET 4 OF 4 ( I`__ �^ �, paved cement t 1 !'r indicated rr tQ V8. The Contractor will be responsible for maintaining ode orate access to the project from the. � r EROSION &SEDIMENT CONTROL l � � � > c� lu. All roadside ditches ,at grades of more than 5 shall be I ,..d wilh t�emen, concrete t._ the limits in..i.,a_ d P g q � PROPERTY LINE - - ( t ' _J �o on the plaits and as required at the field inspection. ( adjacent public roodwoy through construction .and maintenance of a construction entrance ( _._ ___._ _ - M_____ __ .____ ______ __ _ ____ __ _ __ __ _.�__� _ - > ;� p 7 ! ` in accordance with the Vir inia Erosion, & Sediment Handbook Sec 3.02. r ___,_ _._ �. _.. r t nearest storm a r manholes r curb inlet. Tlat ire shag -� -_._ FLOW LINE F5 n a. j i i Ali springs shall be capped and pilled .o the nea st st. i n sews s r � pipe l r r r, Re �^ r� ' i Furthermore, access e s to other, r p ao r ti affected ed by this project half be rnainta'ned be min+.n;um diarneter - rZd c Gnfc}r-n-+ to >16�i,:�T standard SB-�. � � - -�� �� PROJECT INFORMATION �-�w_______ _ ___.__ _ � � through :;onstruction. FENCELINE � ,�._ _�.. _�_ ;� __�_.� _. � �{ r`_ LL' , V) T i r C n i t EXi5111lG POWER POLE LOT SHv'WNe LOT 31 - STONEWALL INDUSTRIAL PARK � � W U-) 0 i i f t; instructicri debris shag be contairtertzed in accordance dartct tr;' h the Virginia Litter Control Act; G ess than � - � - � UJ to ter receptacle shall be of th construction site. Vr_ ontr , Contractor shall n5t r and maintained On the site iiUrin< ' or lit _ up 4 provided len� C act y ' e e adequate drainage is achieved a , h � and at the end of corastrtactiart. EXISTING TELEPHONE POLE E AGISTERl L� 1~;TRiCT___ GAINESBORO �_ f �! f1_ > ,� O 1,3. The co' ntroclor- shall provide adequate ,means of cleaning rrttad from trucks arrd✓'ar ether et7uipnaerat prior to ! rTt ; PA.�CEf fC1ENTIFIf �,SI�N IvO�' 43 -19 - 48 r` � �'' � Cl._ the ; , , , t a . EXITING WATERLINE 4�a/ TEE - �_ {a; i l ( entering public. streets., and it is the cc�itroctor� to clean streets, al,t_°y dust, and to take V10. All water and sewer lirZes within existing or proposed VDOT right-of-way are to have l , r., � �� N measures r are rA�C f,� insure • r that the streets maintained ` r1 r clean. t ' rlr dust frG� Y �r r , TiLOT ARE.A�. 6.6358 ac � ( whatever n easu.es a, . necessary _o insure _ c_ _Z_ s,. ets are rain tined i _ c ea . ra ud oa J Ju minir-nu!n 36 cover and, when possible, to be installed under roadway drainage facilities- � PROPOSED WATERLINE WJ -EE w w condition at all time.-. # / I - < DISTURBED AREA . 6.5 ac N -a ii y„ r; I V11. Any unusual subsurface conditions encountered during the course of construction shall be l EXISTING FIRE HYDRANT ( CURRENT ZONfNG� M1 {� �Q i 1 14. Notification shall be g;i'verl to the appropriate utility cornpany prior to cranstructi:or, of water t;nd/or sanitary y ( 'i r} C ! ��, r r. - _ „ ..� , _ _ , r , r immediately brought to the attention of the engineer and VDOT, Work shall cease in that ! CURRENT !USE.._ . CORNFIELD� sewer lines. inf,>rm ation sho,.ild also be obtained front tor; appropriatF authority concerning Ti._.,r,it.�, ,:u,. r � � � i � t� , connections f �Fw vicinity until an aat.,eguate design can be determined by the engineer and approved by VDOT. i EXISTING WATER VALVE ( PROPOSED. JSE 42 - MOTOR FREIGHT TRANSPORTATION sheets, any �onn _...tions _o existing !ines. O _...__ - ( ) l ( Tin p l �i All sanitary s s e n appurtenances sh ll .a constructed accordance, ' + c i-reni � � n ,- � A r + n ;, ; PROPOSED WATER METER m AND WAREHOUSING WITH AN OFFICE �° Q iL. A,sewers ar;e1 water mains gild a , u. _.trance_ s°,a.r bu Ira tJltir the L.i I, erc t a rn ,7 eri sha if be In _ected and � ro!ed b VD_,T Ins ec:tor ( FPs J _. rylf und.., _at � ear _...a uorrcry � _.t� al �, a sr pp Y p 1 i .,=t�3 ., � standards and specifications of Frede ick County and/or the Frederick County Sanitation Authority. ( prior to placement of fill. EXISTING REDUCER ? N N SETBACKS - BUILDING, PARKING. FRONT: 25' 0 u� lR��Zi ! 16. The location of existingutilities shown in these l�.ar;s are taken from existing records. It shall be the , � PROPOSED REDUCER '> w _ -____ � CORNER LOT ; z U- p V13. Alf roadway fill base subsurface rr-iaterial and backfili of utility/storm r storm sewer trenches shall l � FRONT: SIDES: 5' {� � W u ►U. I r j s! i ''•' f/ #7 I. r:�t n'tzf c ,�' yiertical iecation of gall exl Ling utilities Gs needed X y/ w j i _NT: 75 w p ct:sritractar.s Esport�,t> ii:} tc, v...rr y t exact a t_ and t, t n, in lifts r f theoretical naaxirntarr' density as determined b` STOP SIGN , b rnpa_tccl ° o is to 95 a y y � SIDE.. 25'(50 per BOCA for this use) } � prior Ica construction. The contractor shall inform the engineer of any conflicts arising from his existing - r_� , � ,� t r i ¢; • �. �, proposed ._� .� „ l-, r AtA:SHTO T---9J Method A, within phis or minus 2% of optimum rnoisture for the full -width HANDICAP RAMP (CG-12) � �� ; i11 V �,[\ - 't u nifty verification an , the f opv ea, construction. of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LC,A"flON OF STD VDOT � , , - _ a _ _ ,.. T ,bUiLDaNt, I-iEl,�!-iT� MAXIMUM - 60 PROPOSED -less than 60 with final design _ �N f , t e < it' occurs s l r aril independent agency sh 1 conducted required In the, VD T CG-12 AND/OR � 17. The developer tiN111 be respe>nsible "or a_,r, don:a. e to ,he: existing streets and t_rtrii.tes which O__u. , a� a i performed b g qualified fu the ndent 7 eZCy aI be co ,dUG ed a� .qu d 0 M JURISDICTIONAL F- I Y O g P y q P- g STANDARD EZAMt' coNSTPucTTaN t result or his construction project within or c�onliguous to the existing right--of..-gray. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to � r � � J vu\ a1- PARKING INDICATORr'., , - SIGNS:- PLACED ON BUILDING final VDOTT approval. 7 1 `j_ i v �� >ua L P c CCE �_ a 1�N 18. When grading is proposed within easements of utilities, letters of permission from call involved companies INDICATES THE NUv43E; of TYPICAL aa,Rt<tNr� �PAw�S i l Y I must be provided to Frederick C',aunty 'Sanitation Authorit y' prior t0 issuance of grading and Car site c _ � � �, P p / V14. VDOT Standard CD and IJD undcrdrains shall be installed where indicated on these plans OUTDOOR u �► J° rl ,� ( �UTDU_�F: LIGHTING: PLACED ON BUILDING (SEE DETAIL, SHEET 3 OF 4) I development permits. and furtrter where determfned necessary by VDOT Inspector. TEST PIT LOCATION -� OUTDOOR STORAGE: NO OUTDOOR STORAGE PROPOSED 19. The developer will be responsible for the relocation of any utilities which its required as a result of his ,---, ! _ _ 4r- V15, F ',• c ! } o cagy eratrr s +and m ilboxes within an ! dedicated street riaht-of--wa lT OI `S P RKING CALCULAIiO"SS tAJ rproject. The relocation should be dove prior to constructiton. Th., rr.5fiaf a_:an f any entrances mailboxes } Y PARKING F.A.R.F?.€�T ��,I�C ltl_ra I�N� __A ___ _ _._�� 6� _ � j HANDICAP' ARKiIIG �H �� shall meet Va?C7T r-rii:ninauna design standards. ctra<U is the clevefc>per'a responsibility. •;,� �~ #- �- � REQUIRED = 1.0 TOTAL TRUCKING TERMINAL & WAREHOUSE Q r 20. Theme plans identify the location of all f�nGvrn gnavesites. Gravesites shown on this plan will be prcte{aced � _ _ 6 'the l �., �+ + r e o t VEHICLES PER DA'f COUNT 10C? PHASE 1 PROP BLDG. 52,50-0:/289,057 0.18 1 SPACE PER EMPLOYEE in accordance with state Toot in event gravesice5 care discovered during construction, the owner and V1c>. If required by the loco! 5✓CBOT Residency Office, copies o, all invoice for materials within �-__,� - ( I - oFFtGE I sPAGE � Zso = (o SPAGES engineer must be notified immediately. an-r dedicated street right-of-way +-must. be `provided to the VDOT Inspector prior to work. Unit and n be obscured.PROPOSED BUILDING ENTRANCE � � �' MPk-to EES _ l6 acceptance of Uni total prices mayTOTAL E 21, The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering g j at `U40` 662--4185 imrnedlritei � of air discrepancies between actual field conditions and the approved plan. ! , -r , " ( = ( ? } y t P N I ✓1 r . Prior to :acceptance ,, VDOT of any streets, any required street signage and/or paverraent EXISTING STREET LIGHT -t ;� TOTAL REQUIRED ZS SPACES } r° . €;.i p �� n l determined Y ( markings must be installed by the developer or, at `.fDOT's discretion, _ by VDOT or? an ( 2�lSPACES PROVIDED 22. Controlled fills shcill be compacted acted to 95 e of maximum �,um density cis det� mined b method H. per standart, r proctor AASHTO-T99, A'STM-D698, or VTM-1 as applicable. Density shall be certified by a registered I account receivable basis. PROPOSED STREET NAME SIGN -?- HANDICAP PARKING professional engineer and results submitted to Frederick County Prior to pavement construction;. If a ' _ _ _ - _ _ � ! 1 PER 25 = 2 SPACE REQUIRED �� PROPOSEDr SANITARY LATERAL CLEANOUT �-- geotechniccil report has ben prepared, it shot-ild supersede. the requirernents in this note. 1 TRIP GENERATION DATA I ,'" `� j _AP'�C�S< APII>!G C:ALCU��. !InN HANDICAP VAN ACCESSIBLE SPACES PROVIDED = 2 f ,t l - o 1 notify < <a t � t o 1 SANITARY I� ANHOLE iNDENTIFIER 2>. Contractors shall nG try operators who r paint in tandergrctunc utility lines- in the area of proposed e ca'ra rYtg _ , �12� I * INTERIOR REQUIRED * LOADING SPACES or blasting at least two 2) working days, but not more than ten f r0) 'working days, prior to cc>rnrnencerrierak. t -- -� ^-- 1 1 SHADE TREE PER 10 SPACES = 4.1 REQUIRED: 1 PER 40,000 SQ. FT. • i of excavation or den-rolition. No, es ared tele`,hr ne numbers of the a n' operators underground utility lines ( � 41�14 ,T R DRAN ;TR C'T tR IDENTIFI R � j I GREEN AREA = 5% OF PARKING LOT = 598 sf * 11 DOCKS PROVIDED r - CLASS USE GROSS sf No. OF EMPLOYEES RATE VPD O M > . I rtU r LKE - E below. also s� t serve In n condition. ---- --_ -- - -__ j�1 GROUND LEVEL In Frederick c.unty appear el w. These nun'iber;� shcill also be a ✓d o ry i , tai� e r,erg tics Coo rtior.. -�750 _OFFICE t 2500 sf per- VPD 219 * INTERIOR PROVIDED * GARAGE DOOR iWAREHOUSE l WAREH USE 13.89 PER EMPLOYEE 58.35 t - -- - -- -- -- - - --- -- 4 SHADE TREES PROVIDED t + 150 ( 0 15 f i I EASEMENT LINE t 770 sf OF GREEN AREA ' Water/'ewer: Frederick County Sanitation Authority { i ��--` CENTERLINE P.O. Box 1877 TOTAL 277.35 r e, t t., 7"2.0 r ,r ;n I EXI._.TINC, SPOT ELEVATION i EXTERIOR REQUIRED '1ii ,rhester, VA, 604 ( i "F,st� i 868_ 1i_E6., j f 1. 1 SHADE TREE PER r40' OF PARKING LOT z C ( PROPOSED SPOT ELEVATION � PERIMETER = 5_6®/ 40 = 14 TREES � �i ( # EXISTING TREE DRIPLINE 3' HEDGE BETWEEN R/W AND PARKING LOT Ptl<ane: Bell P.O. Box 17398 MID , T _-,__ ___�__ _ ! --- i r - * EXTERIOR PROVIDED I Baltimore, tv9 L` � 1 � 9 7 �.____-__ _.__ � I .�_._ _L.___ ____� . _ 3C)1 i cad, ._{ 2 EXISTING TREE 15 E,AK 15 PINE ( 13 SHADE TREES I�f- � �, � MISS -+�•r-, -`'" '/ --7 % I FCSA CONSTRUCTION NOTES I 3' EVERGREEN HEDGE Q�.•a MISS UTI#_IT ( � ��? _.:�, -T OAK -- ( Power: Allegheny/ Power L_._._----------__- K P O. Box 145�8 l PROPOSED TREE~- _ ,. _ Hagerstawri, MID 217�1 j 1. Water and sewer lines are to be constructed in accordance with these plans. the linesou I i -800-6 >4-uti`ri 7 shall additionally meer, all requirements of the Frederick County Sanitation Authority. t i � Q Shenandoah 12. -The contractor. shall coordinate with, and arrange for inspection`, by the Authority. r � � Gas: �a > Co, . P.O. Box 2400 0 � Ill ;_q j Winchester, VA 22'604 3. Exact locations of water and sewer services on new fines are to be coordinated with the 0 r � ' (540) 869-1111 Authority's inspector, ! -, ° # ��1 I i 4. Water laterals that crass the street shall be in PVC pipe. The pipe shall be 2'-inch I �r �+�TD j� �J' j diameter SDR21 or Schedule ' 0. It shall run 2 feet beyond the netar side and for side _l t> ®Vlil" SllE�l CYD jj ,t '� I � s id e>.v a I k . t 0 5. The Sanitation Authority rnainte±lance deportment is responsible for- the installation of water meters. Before a permanent meter et, the require; i the frame and cover" to � j �- � -_ - -- - I y q ) IV, RK D. SMITH , Pmi-ct Ncarne: � l'rc}ject Ia rnber: l be properly aligned with its nneter box and yoke bar; 2j the frame and cover to be set to ! l Tm-ri. Q,.1 _ #' r a f �, e distance i. NU. 0212837 ( � Ce9`�-7 he_ final grade tt e lot; 3) th distance between the top of the cover and tlae yoke bar- �U� C'1 ;' �, i J t� ; I ! between 18 and 21 inches: and 4) all components cif the meter box assembly to be in �. � { proper working order. it is the devett>per's%t Gnctract.r's resr>onsibiirty to have she meter ;� {, - .1� - Mt;gists>Ia! District: Date of Plan: (Month, Day; Year) I box assembly installed correctly. OtV1RI 6. he Sanitation Authority shall install all ovater and sewer services that ::onnect to existing l!l � ✓ + 97 I lines. The location of the tap and the tern;inofion point of the lateral{ are to by ! -�� _ �_- r _ + �-_ __. ®�yi1234 ( coordinated with the Authority's assistant engineer. An opplictaton for services must. be Oster: Acidness, Including Zip tads o Telephone No. made arrd fees paid. j PROFESISION.AL SEAL &r. SIGNATURE 30 Ricketts Drive l ! I I �� 1 n rY"I C! `S Win eggs 7ter, VA 226 rJ i ®� O TheSanitation Auth ri' shall to all existing water lines. • ! fl � materials � ES CONFORMANCE r.lT 6i�i0' 6 7 �,---1110 � '� as till _ p existing ,, a r i`r�e�. The, wti, arnish tl•Z� ingot nia s THESE PLANS ARE IN �N• JRMAf�t,E =a. H t ) ' for and snake the tap. The contractor must n"take application for and pay the cost of FREDERICK COUNTY' STANDARDS AND - �__ r � o� � � �4 1 er Including �. r r �i s Lti e op . Address, Includin Zip Code & to none No. � �fl this work. ORDINANCES. ANY DE'flAiiOPJ c:fR CHANGE 1 p 36 Ricketts Drive l iN THESE PLANS SHALL FEE APPROVED BY ,_. I : I , t Ricketts Col },ail t..lC _io r c,o f IC Winchester, VA. 22601 ! The contractor shall tie ­ in ra new lire to ar, existing rnanhole by cure drilling the manhole_ THI iCiNfIJG ADMINISTRATOR PRIOR TO ('1-- , I i4FJ) 66'2-4164 DESIGNED t- I r 9 A double check valve backflow orevention assembly is to be installed on any line ( fire or � Engineer Certifying Plan: Address, including Zip Code i, Telephone No, �a"v'i n � j I domestic,) that goes into o building. The assemblyr is to meet ASSt� Standard No- 1015 1�1 uy rlt 1 Larte JOB NO. 2067 t or 1 i _.. the a� vn-b#1 is mounted ! g Winchester, VA 2�_602. it 11" � i � m o t inside f cl e ,a ill l Ca , r r} readout f , i_, i ,/ { t`?r n z � � _s t ,r,1 �' i~�t dn� a e.rvte -eadou is rewired. � � r'='`�V`VCf� _I��iI"1 Crlr1 '� I ( J (540) 662-4185 SHEET 1 OF �j- _ _ _. _ ._ -- -... _._.. __-___._ __-__ _._.__--__v_.._____._..._..________.___.__.-_..._.---- r- v CV cu Ql Q 73 F— z H Q- J t—r 00 3 0 ZONE U&E 44 y -AGE,=?lC�.54 OUT t lO? 2 0' N - E f _ g i ;:ash•, �? -_ " � 5 � BC T �E To 4,LL EN R KNOTTS: erk, lr3 / o ry 1m pjof- --- wro i �`\\ Q •�(1� r EX. F(F� >-Irv(4 Q / H (DF ANT Auto �v X, 5 a GATEIQ ll� ` 16 s / w v lq gENIC41-14= .K ': 'P KEe v ET I' F`0O E _ TCN. 'l! 4Q E,L ~ l/o4 f0N T'..i T bE� LLTo wN 't'h"; J 4 2, _ n- _ LPNOIR C!T`' --0, ZONE PM-oP. I — A TAPPING-iLEEVE AND VALVE 1-11�h Rt�D• gF -�1g3�2 (-b` e �C PG 2`,z, .,�. + - » P-A M P t,J o-TE - Q EIAWPIGAP RAMPS CGG-lZ'�i� AF-C-Tc,5E ZONE S` �/EWFIED r3'� VDoT FIECD INiPEGTot2 u='E ru'?�i=!ELu' A,5 To LoGAT( o N I N E N TFzA N G E S \ ' CURVE DATA MJMMR DELTA RADIUS ARC TAW-+-NT CHORD Cl 86'547T 40 ef�0' 60.61, 31W NM *53'54"E 5502' C2 IS"0511" fpWM' 22S.S* 116.05' N36'48'20"E 228Z8' C3 85'03133" 5000' 1423' 45Z6' N69'41'11"E 61.60' C4 20"12'SLS" S 4.W' 35105' 11131' 811041'25"E 34923' C5 18`ll'30" S14.W' 290.50' 146.48' 818'48VTE 2OW S' C6 lisoce'Ol" I 20A' 41BS' 3406' Slod,01'5111E 34.49' /ex. wA?ci2 FIRE 1 `✓,Gi�`fE HYD NT .1 ! PF-c,"E.D &"SANITAFL-( SEWER- LA7E12-AL WILL 6E GORE DW A-ED IN AT AN INVEFzT ELEVAT►oN of 703. Z5 \ r ,w ' rJ2�\ >40 \ '`-7� � (SOP Io ExTENS1oN PF \ PF �r \ / 41 A = Z 3 . Z ' R(P F2A p\gym ,� / �kG zg N I G 0 _ �N/y�P r� { / / GG x, / �. Jp• Dc 1\° ry� 01 a '5U F-FA G E S EGT10N 5 i 3 „ E5 t-A - z S" ZI->3 BASE A= EX. a;t,,' UTI1_1T'( E SM' T. (D.E3. 581, POL j' 0� E .?��i Cc HALF -f `ii' l G A L �i E G T to tJ S a&4GE N TU R--( LAN E M G N E E izoA D ? \",, * 4t'--7 UPING 711 710 I I/Z " S M- Z D 3" &NA - Z ZI - f3 P.�AS E EX. PVMT. %/A FEES (N W(DTH i 1 I/Z " Sty - ZD loll E t-A - Z 8" 7-1-5 PSA`-E * SAME P-ATE of FALL A5 EX. PAVE-mENT # 4C 7E2uGIL TF-AFFIG ANTIGIPA7ED Ir X TE N D Z 1- L3 DA S E PA S -f G U Fz-5 I" = z' VEP-T. ENTRANCES PAVEMENT ( BASED oN GE312- - 6 ) Zi/z-" SM-ZA f/," ZI-B aAiE PA 1Z IC I N G L_ ,--,T PA V E M E N T ( 13A,5ED oN GE3P-- b 11/2" SM - Z D loll em - 2 `a" ZI- E BASE PAVEMENT WIDENING ALO M e-G H E E KoA P PASED ON GE3ta-(� 6-2"-2-I-13 GFZAVE L AFR-EAS SI DEWA L le, 4"GoNG(ZE7E FIF3Etz- --q- 2-I-5 BASE 8" GdNGFzETE b EASE PuMP-5TEfz PA D C_ 7 Z_ w w No Ln �_ Z N �- N I a� N 00 Z c '° W a J � I I N > �t Q = - L� Z c cI oIt W a� W w x (f) cr) a) o C c:3 o w (n L, w ~ Q J ^ Q > Q O ^�oa n a. L<t `-1 11- 0 CL cr Q J O OLL-Q > O t,_ O LLJ o w Q Q af J t-- > Q >oc� Q Q0Q� Q CL z Q 0� �o�w z ac>> N* �w 0 � O �4 U Lr`�Jlli �D � Q Z � O E- � Q co O o� DATE: 8/16/97 SCALE: 1 " = 40' DESIGNED BY: AS-MDS JOB NO. 5987 SHEET 2 OF 4 GIz055 SEGTIoN I�1 A- A _ 36 SGALE : I " = lo' Hots, j r j I PA E!lA 707 c E NT !pETAI t_ f ! y i UJI %J i L 705 W nt II L� (1p rt ljj k ((i it I � I•(� � s � N i � p �+ } + I + 7c"D 70-7 705 -Ito 70�0 02 7 I , 1 I Z I t � i i I P Fo�� � �Q(. ' � �\ ! I W 7o2 " ; r It Qi } Wd 0 I; f EX f*Tl NG G(+?-ADG i y 7619 PP�'P- Gf� DE i 710 1 f ! r f I 1 1 ! s o o i 7 7 3 ilu s f (� f i 131 P , Q D- m W 7 I i O d3 Z Sao V 7 7 } p t i 1 • z � [t ! i t F 11 N � p w 0 O +I —— I —, WATEP�, LIWE FF-a F}I IL E - to !! N d1 U3 twat SCALE'. 1"4 Zo' HoR-Z 8 W ­4' V E IzT. ! 4- — Q j The minimum a *on of the dike is 1S toitbaa !� � t I rim 3.o9-t} uvalope amid+ TIEMPORARrI DIVERSI, N DIKE qdompacted 3o0 'r tar ndsk. d i I I 1 --Flow. i � YO METER BOX HARDWARE �E PIF+INC DIA. METER SIZE YOKE % METER Box *I DIA, METER BOX COKR 3/4• 51W x3/4' (20 qpm) Ford YSQ2 18 in non -traffic Ford C32 lrattic For 3 N 1' 5/tr x3/4" (20 gpm) Ford Y504 24 in, ord no. 34 mapitor *2 cover w Rt4L-t2 too1 t 3/4' (:0 gp-) Ford Fjord 4 24 in. Card no. 3{t manitar cover w KtML-t2 to !! *� i" I" (50 gpm) 4 24 in. Ford no, 30 monitor 4 2 cover w RML-t2 to 1d NI * 1 In non -traffic area - 12' thick potyethelene plastic treated . 4' t In_tro4fit..,grga_-_. t 1nf�orc c cr rr h_ eafmd ?' with lit # 2. In troHic area - 3%4 x steel plate •ith � db- oD s pour I Q c ntered opening and for coated both sides fs to be �j meter cover t } t` EX . GLADE ' j� p�Ced between lid and! reinforced concrete tpx. set; 2' above f t fin.j grade prw varies s required to $adding i 7 j } z — corporation n_14- 118 -2t'' rnstar by F.C. --;75, _ I�" p.GP ( �� !�. I w _ ] a •wraGndugj box _ � 1 Remo I ang o check ival j i 'Jrs�rnut �' with drain ------------T------ I------(--- — -- - e �� gmin.� abnu {j E 1 K c _ ku ngt car= w wfthou aims from 1 4 I V ' mat I f Ir scats W `s t IlJ It PiZ 9F- ( .. E - G U L V � P--f G W G ,, ►AErEFt SMING .4-ARTS trna�r, to mote , line on yoke angle check *pan Ntti qt raauired 1 SGA L E '. (' = Z f i o Ez Zj . •it• xze yAti° twtl vw.s vow• .ns• curb dr gutter f 4 ' /Ei�T.f f — J/ ex 4` 502 �w4-lTtw „ C�a4-S23T4-G EC-4 r e I O 1 3/ JY5041 9Ati"4-344W HW1 A04-3ZJM-C EC-2 at INSULLikr" NOTES: I sldswatk "� I t. Exact Il ation of meter o" oaterribly I to breproved pnor to installation• - — — 2. Water iorvice crossing street stall be ( � I' type j mncosoi in 2' dio. SCM40 OjVC or f M ; sapper one io�rt beyond sidewalk, O�ross theDPW c' ' ' street, j to one toot beyond }ide•atk, s/ngle i meter PR­-P0'5F_P C,R-APF_ p install'i t xA/4• aym DUAL_ METER INSTALLATION 6) , EX. GP -AV E i 5/8 3/4" & 1" METER INSTALLATION 5i ure i Fi` I u g_ 7 i i tt4tlh ! , i : ! • — ftla ta>aseditla Ni 3 _ . 70' I , 4•01 I s I a t I tlertraete w p►zv F 1' E- GU t_ V O �-T taTt+orets ALE'. I" _ 7_6' HoRZ. Q 1 ii I i as oon rfMe pad 1 !' t1q s a• des p CONSTRUCTION OF A SILT FENCE STQNE CONSTRUCTION ENTRANCEck- (WITH WIRE SUPPORT) LA-1 �3 In L.a...l 00 x Nr Luti �+ t .. SET ►Ot1S MA EXCAVATE A 4• x4° s.. SFAPti TOM FEW -MC To nE Potts o f • , Ta[IaiH UPSIOPE 440C THE t.NE OF POM • rile a•c« r w "a1o".'"c �`> .°•' t•••� �� Cr N N SIDE ELEVATION w slu• % _J U7 i J Z u') �xE i f � ., "� ••alai ear roc T # I �.i"/ ?C I Comm a u'i `a� < «r �o . __p.LO! 3. iAnAu! 1«IE Fil•rEa rAtrtlt red matt �. MCIeFx.i 4eap cptailtr t}tE •-- �-. 0" NO MEND n WTa!1"E T•ENG! y EXCAVATED Sou I WPE- �111 ( i s > E LL rasp nm• SECTION A ✓� 1 Ta 1IIi SECTION ,-8 'I'r lLor / } Source: AdWed f ' !fats 3.CL•I I t } _ SI j f ! T FENCA CULVERT PROTECTION -r--------" f rot or nu ' y I NL E T ----- --- l i I ------------- } . T¢E Of 19Ll E Li itAal OPTIONAL ST�NE COM9INATIO FtAw a% I 1 t voOotGam, Ta x aleN WE Ma •' :tit x1 $aFof 1H1 OF P n atY t5 tx CLASS 1Q I t t I I ; , } Source: Adapt4d Eros$ VDOT Stancitrd i and Va. DSWC I I ! 3.116•I Its I i i i a troa�re I O � � tattatnr¢aa p GX L Ti rPAVIiJ6 P-O/ D .. • _ -- -- _ ` -- -ice Z 1 � + 4 •• ; t .°:{.v4t•v i / I IIIaOAaTIiO% r! 0 i teMYivai tea ,5 i I d _ Fft HYMANT 11�5lYAl1► s Io' W t � • I t k V` ll•1 W w F7 U Lti,'ERT i= X TiE N S 1 o N r . gerferal'( pMl� ' -- ' boom 1 56ALE'. I" =Zo' H09-Z. O { I " 4' V Qr27. i �-0.0.� � � � O.D. I - - - 2l4" c slept ly oorrtpaot�d +4r cara4 * MYOW ad •,OW badtfiM ; bash!!! atom rMPo R r SEDIMENT A i/2 O.D. I i �a j - stores a t. i comilmej � I CI�AUM � 9 ' f clew , 1 Ktpt CwmIMM 8 # _ hm _ _. _.. __. �. !t I $. Ir g oM6•Vb } l i t 4 11?dI/ l IS t #1t �. ! A r�rr i I it I I I wd "wit � hate 3.05.1 } 3 , 't PIPE, 1 1 t 1 f ►si: a ial.�l�a i i .• r •iei/s� s �,• O ,. ♦ ri• � o � 4 g A_tMdtah'•ne.rs yid+i ------- ------- PIP1041—T TO WM PUN f ww�eli•ga j DER �. CH"NU s POe�� er�:si e7�l.r �lp.ne jwr � a team .. Source: Va. DSWC Plate 3,19-1 � + r� N } `s 0 Pit) i'— I i _1 7e # i (d tr/t l C7F- 'TA 0 L� • j l aar,ft L j bw MOMCa A+b 3•5 IL •¢aMyla ' 1 I .� , 1, � �7.a.d. v : (%1 �+..� v 1 i•�-i �-�+ - - G �, i D Jai i"�•�'I _. } f s mar» bmelrq 6 �,_ ; ••raioa d line b bs mnao•aa � � � i--•t t--^-� � p.J _J f --�- f �oWillilltift � , 4.11• min. jjj •!R ►ttat cites $ caa�a woaoa.ttt aAn 1 ~ b• M i ( + "7 i *4- fkd 24. j G SS SECTION OF QUTLI T cl. ' ttat $lows 1 W I C O.D. _. . I D ' _ I ert trap tll ftN v It 41 1 ( 1jj � WW rverorr 1 j QAaa i draw• t{.wnt R3'' i 4 I Y,Max how (' 1 I w•» . } ! -- gr� ;. lures w>�t rMwtitkinionsolt W� (61 tt { corb►ale i r•-t i mawi eat' i r' C1^ i I/2 I ao,11z i eaa IMwa.ww.aeMa. :: rr� 1 iK out to 1 t. lerrgQe tep.•eltoP a •x awes ""•} t--� f 14:1 or flatter, along with a minimum abase width of 4.3 ilee4 (see plow 3.i19.4 ofloop 11 0! 1 t +acr+ttw ale sP. tm corm apr. [Wises I tavn+3 1 j � � � � / �jf� �' , � �' 4 «r t i t G► 4: I a1MMoa➢IM i i � __'""'••'°II The channel be ind 00 dike shall a pnsitivs 1 a ttabitiaod outlet t[ tLa i � " ' i � / .oaat� •• //�' i � I ( IQ I =: i �- t�+a, l accordar+�re Sgoc 3.1T, _ . t:lTa,taei t to i)iatt or equal w� as eta--Wt�aa a tyegwred. t�tc sT `� _�"'"�� ,�•° than 2%, the thstntsei shall be at�liaed lft with Ste. $ I � �aTel{gATN-,•-'""`\ � } �" -_ +►I --8' ; I � i ��® ` 4e'tlsrd i NEW�PkMON,� p } STORMWATI CONVEYANCE { I I "call►$[ AaCRERATQ SMALL a[ V007 030,011 oR t. TM l rtatfeRitMsot mMttltr W'ett�►ta atttbt Ot1TLET (PERSOECTIVE VIE or Swaice: VL DSWC I I all fr• h+snch to W 0000OW 21-A i jt 14 11']t� 4. rA. "T Rat Plate 3.13-2 TRENCH & BEDDING FIM" t I .yet { IF * ,K t4 #• 9 + S TH.A 0 I 4* 114. 'TH&"'YHO 4t.v►C i tor THS FL46aetto $toe ( DATE: f'1S/' 7 s�ln►t .x« t�o'r' E x c-e a to ( t Z . ' r a t11t1M i k0m : 004 WO of servo• latent b •resole 7S �y C A L L : n a a dMAW OWN* colt be i MWW at er an++aro CE StGRtEB BY' DLG-GR SOB NO.074 SEWFA CLEANOUT „ 31-EET OF o-n rn L0 v t� Ltd t7i 0 cnJ m CD F-- z n CID rn Ln LD 0 U Erosion and Sediment Control 4"',irR. 9TL. TWliING ALL GtPi#CWE�ai 1 rt v �Bo/�tl�oS ErColl era sataireaht controt tilaraaedit �►►1 t? GBaTit 1C4f To Da 9H err w a tr titD Narrative wtTH PLATS1 06#41Na Wtr1.D 100►tNT9 1. Perrrisrean t or ta"Worery "a MaIMAZon n shah be applied to demrdea am" e4MIM silvan Aaya l o fi" ICr L-A N '1A t/Y W SQ1dCt Uescrjgj�n stet /Mel grape Is Maide d an say Poo"of the tile, Temporary aaa etabmataaen teat fie G 6 oAac L w M K 9 1" The site is located in the Stonewall Industrial Park on the Comer of McGhee "low "W maven days eft" owe that they no be M &W VW he "a mum, r+ �, 2"ac (s +• Will do d for lWigr * a ao 410110.y rwfan.nleilt afrbWelMlon tihM be arphae a arpathlat alle b ei TOF _ 7 .= « ,,, " It /lit. E.. ?,A A-rE. Pw t A 1_ _ Road. Lenoir Drive, and Century Lane. The purpose of this projecat is for the Will d im co ror more too tt one year. �t.A T rod) TV It � a l v E t0rtstruction of a trucks terminal / warehouse facility with an office, The fv* 2 cium,g eenNnretfon of lime prgect, sea a►ooupMes and bonvw anti thw a Nabilizso a / i � "?'!�.'<%i .� f G " Hie. " T " H I NCr("5 h Ts's .,:" at t I �r x !P`.EP "" TNe#z..h' a G+ n9 hr protected with se0tm•nt'treppirp meNWiaa. Time appli W Is IitlI 1, 111 for Vla lwwf•ry r/ "`u�" "� 'r.v�:;: C-ATS FWV-r - - - phase will be a total of 52,500 sf and an additiona125.8W of thrill be bwtt protection ate permenene stabilization of as WN Modon an NO mil wild eta Borrow arena and , - l+k,tti"d 0e Fw-- later, This narrative vA# be for the 52,500 of and the proposed entrances, ntrans, sat itlenaOnaMy trnisponted troth thin projtcf ter.. j �• F �,N T parlung area, and Midung thruway. !. A permanent vagetative cover shall be establtshad on deaaftledus annot othermse VI r-W. epsat ground Wa + 7 • G" x 6► v c 6PA aC rO�iTs MAK t T40-44 a &1"r wX*T'! permanently stabilized. Permanent v ion sMn net to gtrMifgft+lid established until a Dewar Isaehieveo that is unrtorm, rmatrdha enough to survive and MR tMeba aneMore / r , , • )r1SlStirr2 Site Cdhtlarls 4, Sadimont basins and traps, peaataa nldikes, sediment tisnfars amid new measures intended to P / e.fi 4TL . ��_ leap aafarrtan stall be twratruatad tas a ibx stop to any Iteri•dMtabbip adrvey and stun be � �i v ^•w � .�,�. The sits currently is a cornfield. There are no creeks, strearns, ponds, node drtklonnl r»mon ttpaae►ap toad dfehrbaia takes p>tr>s. r �7 !` 61CA P E =rOMInT vtletlancls, or Mrosta. Pat a Cornfield, - S. stabilization nelamsrim; dW to applied to earthen structures such as dams. dikes ant%• ( r , dMrlgalorn imrisa0lahaly SAW Installation./ t I G•'v tie, a" l I e.sedmart traps and sediment tiWas shall be designed are constructed based upon the toad draMfspa area to be freer by Ow trap or basin. >" I = �i ✓ 1,-. 1 I/ n n , 1 The adjacent ovmed R. lCrtotts, Centt�aphis s, and by Lenoir City Co., PayProcael►sing, ales, W Tteo,tool ruin Mar,apa cope" of a soolmorit Yip alter be tea cudc yards per acre a / � " Gwy Nansickler, *~ON N and ft No Orem o* Gomm Waetpa man was than three acaf. 17t,111�!'TE i �r �j C A r g Sudad lit at oli OAt iaaitrbed areas that b aompMed a now irr bola. state GA T V V G. -r A I Gr greatr tlNn r a4ttd to aeree acrea that W oontroaatl W a saama,tbaaM. The / minimumtaaipa comer of a sediment balm shwa to 13s curie yea par acre a J drainage area. TM atttlMt syat•m she$, et a minimme , aneMwMtfoAn9 Yrsl Integrity a f � � t���G (W- PT To '1i",-A L, & _ I,t Y �• ��� - ft bash during a s,tamlliy aw "air storm a 24-ftour filrabn. hler+oft cool f ants used in 7015 site welCh Id w4a the USDA Soils Survey. The soils on this runoff eaicertattons steatl 1, -0, ins bai tail otrarhdn a ttntiea conditions E-X . �f R-E E 5 To � IQaft'ya (tea ?and Oaktet silt lotame t �28 ). expected to exam while as aadMMent barb is uttAnd.00ll_ BE rye o v E DETA { L.. - �oA ,"► E NLE Arm ,� (d These soils have slight erosion hazards and moderate to severe wetness 7.Cul and fill siopas dam be deserted and constructed to a manner that mo miMmize erosion l fir' C2 M PIFTC � FA K when Yates. Stop- that are towed to be arodMg excessively wAfun ore year of permanertf stabilization snail '� .. 1�-` Erosion COr1UOl pr0orarll provided *AM addbions slope stabta no measures until the poblia m is comeasd.�-- be On fa. Conce,nrWed runoff shelf not flow down cud or fir stopea unbp owneiried moon on soequsts / Ca In" Hilt fe[lCt temporary or permanent dw, nw, nurne a ill" drab stru tore �.r 1 0 Install construction etfttrar>ce with wash ruk 9. er water seeps learn a slope fat. ad•quat• drainage or otter pfweaiart Shea !s d Y r width g 6 0 Install culvert Writ and outlet protection r- , .�� - e� Pig 58 4 U Install a temporary sediment trap t0. AN storm sower trims that are wade operate dwrreg ocrtUucaan shall to prolocw so do {, _ - 268 Clear and grade ate water eatreot solar tat aaw•yarica syMam ttrahott filet bacrp aaWsd r «�°�"�,..... ,n l - _. h, • otharlriai itreted to remove aatiknattto f .,.�,,...�„ �_ ` �'�, 'r , 1 t.aafom ows rWed stonnle�atar conveyor" channels r am made rsrau., nasty eY Pip«. attlsgedlrfadN•t pndbdbon ttaM any fagwMiO tafrePorary r perfnmeart ahrres Wrr,p fill be /' anrb bnteaid Is we tat Conveyer" ow" d ncewp often i. ; (o _ _ ..- i - , J 12. tllafan waft fe a eta wmtlrlleOMsa N attar to Mellen to mom" j m µ "^ ___ _ mm 1 alt%oadNhmr, OonYM N41Mtd'tranepM aid MabWzs tat worn area to the g WON extern ��9 Po••+>tia rtudmip ooe>tbadMn. Pbeiseodlbienetaerrat shalt be that to tat w�� X aarseve.ya aroln ail.t0aam. iFatetatt flN miyt t» ua.d for Me... ateucturea nt m,etar.d Bit 1�g lee M no�,.�. A r 16, Ap 13.tAlleen • rvs wateroouae natal W va•pd illy construction veheGes more than twice in aixxnatte period, a 1- 1PMaahr vheiewar atriart coratnscted a nnrrorodebN trio""�_� ��Ix AP In �06 shier be pmided. 14, AN OPWAW f/dral. state WO IMM M"W4*M P 4 to wrrkirp M Or cra•aMeg rra �i ,e„ ;' a"; w, - Ap — r' to mat ' m S SO r n Ap 15. The bed eta banks a a water Course shier be stabilized Immediately after wort In the ` ,�Pl' Q v " ^-m �` , + wMercouaa is complNad. j „ td. Ufdderground utslity fines shall be nnsUMW in aceadanee wen the following standards in � JA !�� � I f r G. N Gt addtlori to other a untena. , �AP � J PPS �, _ A Cq G _ a. No mots than SM phut feet of trench be at one Wis. \� Wray oPer,ea UC Q A ly �- t � 1'�� ""' w b. Excavator! neabrhl sAaa be placed on the uphtr side of trsnd+a. :` ^�� -�. IP C. EtlhMet liters, dawaaffg aparMaria SW a OWOO of passed thfough an apprdvad sedlarelit Waft" ffavkoe, err bath, eta Almillievid M a manrier that does not adversely / � � � A P af1aQ North q Mraalt or off.sba prop". tJ d. Matenal used for beckfiring trsnchas the be property conVa led in order to mite Q Jl~ ' ° f .l„ eroebn .rid promote Nabilrzateon. 'mot at • ; ,!' W D ^ ,,. � at AaageiYiaaiipa tote be s000x*loftd in accordance with elasi twgUNNNn " u � ' fAwgi errs filly rheum ant ~ be complied (� ' A 1 T. ulnas owepAn,dwn vehias •tea realer{ hoarse Pavia or puW to /v made to minimize tat tranepon of aetliMra by vet+IWltet wedtwp onto the pfWd afNeaOa. YNMIi._. n % T F`Ei sediment Is tran ipa tad onto a paved or p,dAla fdletl t1NAao•. mil two auelaNealff� be ftlatriaa V�lp + thoroughly at the end of each day. sediment sate be removed from tee of eft btt.Mkaysft tat awa•pk+g and transpomm to, a sI a 1" t oor0 - "Paw area street �idltktP shah M allew4 {� r� + % �.. 4l' only after sedkywd Is (otaovild M eta manna►. This prOinsion Shan apply M balviatsal = devabprmt late as wall as to larger ,edWines. ; d 1 e.AN tamporuy aroaon Well "Mini olerifol IlMrmwM shaLklis removes wrhbt as diya.air Y wb +: / •w AN lat M ,. �Gi 60 saawa ortataatlooft ' 10 " fy rnatiMae am no atlaas otM�lei , _.. A arafp J terew by bn Malt faetbzeaMet1" tea leant AP ``� aand raMNYigaim ar raa,ptlsfauta ahahfble abllwlsaelapray.nt s n' ., ftrMer noMon r it. Proem" and wmefwiyaaifnlaNiarteTa* � teas y p 09*W hrom aeAifaal,t deposition. etdaiai in v rind pale taw L rr rat. a timemeeter r u loft kr NIg � . f,OeX t>1N�e0er il�a.«iaefartai7011h, chi taiaewimte aafdareM era �: � M =:x� x. . �� ' c l n�-7 ��e rTj �1 I0g Co (GU I fl s ovl �Ve r �Vlec f - �Lrcc-f l o I +� 0 +, � f� •�, `;f �', � ..�.,..< r � � , /� Arlyfo�raf Pear F'OLE U) C� Y'-r3 T c P = lt. t � � IN'OL s r©v ld ecf Z o t'',.t�.:.,Ts:.,T.""°i °t v+G Yi e�"'-:�d±lw -+."„'' :f +.�+ -ww•= ! lit t „ m: °' A l l trcc-, 4-c f� a wl I vt�l wt u wt l of -2 Z f N a. ConowdrfMd fltunaratar r rtoM lsavlrp • davalopn+era aNa snail a dischiargad directly qua M adaquiM rMMuear r trier- ilea nom rung chemist Me or storm sewev syat•m. For ewer sibs /Name rtmoff Is dMOWMgaa utlo a Pips $1116M, dcvrnimearn stabrry attsyleli M Me cu W of tat pipe r ptPS fyM M OW be peAormN. b. Adequacy s at Ch manole and poet shall be verified qn the hftwWig mmIlw; 1) The applicant shall CentotNbW that the total do WV area to the pout of ansyW ail.. tat chin" Is one hundred Wiles WftW men the contriWing d►nWaMN am of ow I ,1 F' in gwaMws: or 2) a) Natural charrish shall be analyzed by the use of a two- yew stomp to verify that stormaimiler will not overtop channef balks nor Cause erosion a chants bad or baton: and b) All previously cor eWaad mmo-tnads chmtrteta shall be analyzed by me use of a loin-yot r Acerr to vef y mil Mrar idar will not overtop its banks era by the use of a lero-yer storm to dsma Me mil tlotrerebr will not aetlsa arcolon of channel bed or berls: and C) Pipes and merm sewer systems shall be analyzed by the use of a left - year storm b vent that stormnvatar will be contained within the pipe a system c it emsting natural receiving channels or previously constructed man-made channels or pops we not adequate, the owici nt sled_ 1) improve the chanrW to a condition whom a ten -yew storm wipe not Overtop the canals sod a two -yam stem will not cause emolon ro that chants bed or bar ilu: or 2) Irnpove the pips or pipe system lo a caedilbn,N,aa the nett -year Noml is oontsree4 within the appurtenances: or 2) D• imop a ails design that will not cacaae tat paali runoff rare tom a tv "W saortl, to inctesse, when nndf *ul% WQ a Wilms Ownel or wql not cause 9W pre- ievelopmer'a pail mite rate from a tan -year storm to imcrsaaa who nine# oudalls into a maninrda Channel: r 4) prevails a combh ~ a chamnet +mpravement, stomwalef deterrion or attar fnaaarM W" 1- satisfactory to the 0--N—WV authority to pnvora ooweeMliiak arMMl1. d. The appear area phivlde evkM(M a Pwmtssksn to make m• emprovsmenb. e. All hydrology aRsysas Sher be erased on the arleWW vatershed cbaraasrtaucs and the t NUM tlevMep "It of the tedlpd PIPOL f. M the applicant dboses an OPOW till khMtdG$ $Wmwaw d•laeMM h e OW Obtart epprovs iron, so ktceWy of a Pala f r MMIAsalea , of tat dsaaeon fafiab w The On AN set 000 eta Male lsnaffo s � of ft Wilily and that Parallel riipoMWW for palo n Ill niabilems a, g OWM ffah a dlesation faGlily 00 t o sadiigfffi to a mcavreg MMm*. and iinow dbaipabrsshar w fta0ad at tat owiritt a as dbntloee f.dlalea «,tedp.ery eo provide • slibfl4a11 iaretNhr, tram flit taealay to ate recaevgtg chanres. h. Ail o nests dialivaM aafM to vortli d to t o adequirts. t. fna I - , vaurr" of IWO flid" that mar cause erosion or sedimerdation on atpacerst plop" shier be dW*U d b a Matta outlet, adequate charmer. PIPS r PIPS sytaam, or to a dommimin facility. { M apslyMq theta file, Ill flMtoM crielft bldlvi" iota or pesc isle in a raWW". ogasNpniiil qr Mdud" d&V000l"* a" Mitts aeaMtlwed to be separate dawetpewet llea" pl instead. OM d k paimi aftere thud faaett tat uainse daysbaetewt silage Qe+�llsPnt•ns profeo►. Hyarebgle r+n>n1at co"Mlnn attar be reed in all weOselarkag amewa corms. k M rkessures used to proton p'opsM" ad emmea etfa simr b► employed in s milelm vrftdl mit,m,zes impacts on the physical, eaamldleM ache eiMlegad gteegmy of rtrlees, ttrNlns and other waters a the Nate. (EROSWN AND SEDIMENT CONTROL REGULATIONS VR 825-02-M ia3g �ggdule (Ti��vrvl��l'y wli'�+ 7� . 3. 32 v� G.a � r z a � I petC � !i Pl�tavSEo Go TIZ-(JGTI oN r iJ f' Vet. Er �13A113 �CAivl+tt K+ (l ,. A+rC4 H4r0ba!k v lainTi'vt all �u)1'-"ice �:-� `�.. E NTF�'ANGE "�\ �� ��. '� ' �--,�-.� ``°`�� �t, � �' q / 1. Topsoil will be spread at a minimum depth of 4 . J W vVAS H P-Ae- K ri 2 . Pulverized agricultural limesteme will be incorporated R-Ea l..l I lz-E l� � �� � � rporated into the soil I F . , �` at a of 92 the per 1000 sf ( 2 tons per ac : e� 3. Fertilize with 10-10-10 at a rate of 23 lbs per 1000 sf ( 1000 lbs per acre). "Taxes �acGafa " (Ev�g l IS�t Yew l 4. Seed mix wili consist of 67% Kentucky 31 Tall Fescue and 33% J Strcia L,espedeza. Toial o f 3(� Shrubs, �laK C,-t 3,- e �y J` �' / / '.t 5. Straw mulch will be applied to all seeded areas at the rate of 350U a a rf . �' q i I O Q Vl f 1 A G� a' < lbs per acre and anchored with cutback, or emuisfied asphalt p +GI I t �Vl e i J s, p_ L *ram- ,�,/ / a lied at a rate of 200 .lions r arose. pp l; age b rs� TER �. Maintenance Proruttrn 1 The contractor will inspect all erosion and sediment control measures .tier each rainfall and at least daily during prolonged rainfall. Daniged and or deficient areas willft%MM) 6 �,.._. xI be repaired or improved immediately 8 } ' w � x 1.�' - `� ` 1 All vasraitva, atmaltsacal asnoeiaa„ ail fatlilWat { l7 �� ` .' >< ✓ ci r&" p action wri) be o0em"Mai and as =Ili 2 Furthermore, the contractor will make a daily review of areas of construction �(0 �socce ilia w arwaaita awwd>fdir an rpeci6c�aaa activity to insure erosion control effectiveness Additional measures will be installer! YA immediately where deficiencies are found ` 4 and vaginas vR a25-02-00 rosm and / Setltmatt Control Regulations 3 Sediment will be removed when sediment volume reaches approximately one half of ;'F qj 2 roe *oaw=or will itstatl the slit feast, the wet storage for traps. ®� IP comead" a fr sa' limmat trap, ' frets irfbt probation nor aah+eta se taaoave on the see 05 piWe pallor to or as a &st Map is 4 Permanent erosion control measures include the ttllt"shment of grass on exposed 1\0 surfaces disturbed in the construction process " < 3 Within swan days of tudeng rural grade, the y cotal aor will ;M"M yennannt wading to disturbed areas. i, 4 The contactor will contact tree plea spprovmg nd I The site will have all silt fence and inletlouttet protection for existing culverts <' t" sty act wily prior t0 ef* p eo to the roOrlam installed- t 4-Peaeeig activity and Ose weds prior to the foul i 2. The construction entrance with wash rack will be built 'i' 5 The Contract{' is raliponsilk for installation of 3. The construction of the sediment trap will built and site graded in such a way as to,r, 1 ", .ao.1 a insure runoff' goes into the trap N+y,, ��" �, `? ���' i� .�� T��� � to Prevent aeasiaeagtrMatmoviiunasdatratiew t by ere ON aPP VA% * Akdty 2 .y \ ! b- A copy or the moMW creation and tad m nt aattrot plan wait be flamantinod lie the ate at all 1 The new entrances with 15" RCP's will be constructed with inlet and outlet tilrft protection. 2 Upon final completion of site and all inspections by respective agencies completed, ' 7: Tar oauaator is topom o0 fa Measdrainure of at remaining erosion and sediment control measures may be removed hell ercer aserisoet `aw°t masm,to` in .0 Note The Frederick County Public Wlaclts and Engineering Department will retain ryy trw contractor */itl N rm as amnion coaroi axle jaeff the right to add and/or modify these erosion and sediment control measures during the a0"1f 1" P0""ellt0a' of cubt ary re prodwaditj treated Any necessaryspns aw construction process, within reason, to ensure adequate protection to the public and dia mtp to sasitaaia 0. of r , iv>, , ortaee Woolen enviroment. tome davits wig be made lmasdistely Erosion amd �ec� i wtev�f G�yifrol Le9e Ind DPry cal I v let Pro fec� lout O OF�"o��ed Gons�-rucflavl �v�'�ravtGc ePrTos,a,l TcmF,. 1iecd1wten� Tr-(!::ip lip pro d TeMF. -D*t Ise_ THIS SHEEZ TO [3E U 5 E P FOIE LANP5CA DING AND EIZOe-51ON AND SEpIMEf�IT Co 0 N T � ON L -*-' 0/ W in W 0 CO Z � N 100 Z c - W J 0 I N - Q = _ Ln z c (n O d CL W X C-D F� lei r` w rn rl- hN a) o tv >, 1*1%v v °r y tT i 0 t.r.l to 0 Q 0 Q U I- Z Z 0 W 4 W z v w W , Q N 0 6N Q J ^ Q o > <' o L� O a- C ' cos_ Q 0 0 0 t.LO>L.Li J 0 LLI Q Q J I— > V) > 0 0 Q 0 Q � Q n u) 0 Q 0� w to tli Q LLJ z cn Q v %- r 0 at V) 0 of E— C) O t.4 Q Ix �EE �w C-� O 12-.i E---c E-- DATE: 8/16/97 SCALE: 1 " = 40' DESIGNED BY: AS-MDS JOB NO. 5987 SHEET OF �{