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HomeMy WebLinkAbout33-01 Bank of Clarke County (in the Trex bldg.) - Gainesboro - Backfile0 ° . ,'. . P .. - , 1! , - •,:. - - - rya - __ -_' - - , ., 1. ill i I - :I - . r A�� i, yp - , r -61 1 ✓.. 11 . re �. r i } (Q I A L-1 J . , i IL9 . U f - ' . 11 IL e P. , J 1 9 �N901;," . I S �, -4 (!_ I (O I!_ I ro 1. f1m, " I I .1 - . '' 11 CONSTRUCTION NOTES e� GENERAL all work 'including restoration for the �uv ®Q� 1. The contractor shall furnish all materials, labor and equipment and performg completed installation of the utility systems and all other Improvements shown or implied necessary for the competed facie read far use. Unless otherwise noted s ecifications for all work to be m • accordance with °' �{ pp applicable Standards and' Construction Specifications of Tee lfirginia Deportment of Transportation, trirgmlo7R I > (Q QMFP ep of lth Frederick Count and the contract documents. [I LMW) InIV4Da artment tf a y, ,poi, OF p�`NN�NGIQE 2. P The engqineer as attempted to locate existing subsurface utilities; however, such may exist that are not shown: The cots ctor sh exercise care in this work so as to ovoid damage to an utilities. Arty damage shall be the con ctors responsibieity.. The contractor shall notify all uUl'ity companies 72yhours prior to construction. Col{ Miss . .1, C . L. I . : utility 1 BOO-1�57-7777. ~° . P I - I 3, The contractor shall be responsible for all construction stakeout All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will .opprove all cut sheets. 4. An unusual subsurface conditions encountered durng th Immediately brought to y e course of the. work shall be the ottention of the Engineer art/or the Owner. ;: conditions cm® .soil. btain, at his expense, all permits required of this work and shall faithfully adhere to the permit "' 6. Ail grading for improvements to be confined to the project area. Any work performed offsite is the Contractor s P RESPOINSIBLEresponsibility. � � LAND DISTURBER: I ; . , . 7. Cutsheets shall be submitted to the En ineer for approval prior to ordering structures and start of construction. g g �' Ali cusheets should shoat existing round egevakions at re or road, and offset hub elevation. NAME- A E ° f centerline of ufilli , structu f I:'RENRICK COUNTY SANI f T N AUTHORITY Water and serer lines are to be c structed in th these plans. The lines shad additionally meet all ��ureerfift at the Frederick Ca Sanitation Authority. CERTIFICATION , • f 2. Tale contractor shall coon mate sit , and arrange for Inspection by, the Authority: T v ° -- __ _ J_- - I 1 Exod locations of rioter and sever services on nev fines ate to be coordinated ub the Autharity s insi=tar. JVdT(iNC) (pa (V ts 4. The Sanitation, Authority's inairlkerlance department is r�poraible far the installation of rater meters through 2° in DATE: 1 the frame and innsm is sat�yy require ear aligned">vlTti hs meter box and yos� bar, 2) the frame and cover be set t4 the final - grado of the lot: 3 the drstan� betwe l the tap of the cover and the yoke bar be between) and 21 i ces, and 4� a4! cnmpaum of a meter x assembly to be m proper u~aifling order. It ie the developer's contractor a respan Tti r THE R E S P 0 N S I LE LAND DISTURBER to have the ra ter 'box assembly installed correctly, 5. For eater and serer seniiaes that connect to existing ►ma IS THAT PARTY RESPONSIBLE FOR service must be made and fees old before earl wr in be Au�hatliy �nng asalsfapt. appgoatian The lo,xib of the serif lateral, is to be cwardul pithh s i p umrsh and install --- . -_�-*^-- 1. -^-----�- 1,,. dp -�.. ,. a ° d ° a N71n ' . q f S. �) } ' _ al' ,,', 3.:'.{' rY,.' s'' " f , r , d 5 3 4 and 1 f r- , c for 1,-1 2 and segrl e A onty al! ma }� tap rid g - �I i the h «i r furnish and e in Boa' assem p. lbe rya r• CAR RYI f G O U T THE LAND I STU R n p' b Authorii JI install the meter d the Auth&* will install' all user lolerals. r � � ' ° ��` u i , t t' ''�, r , , 6 When an euistin water main to for the insknUotian a n ram: ,' ,. � �� �� �% ACTIVITY AS SE1 FORTH IN THE NSo a rLr � a) Tbte Authan shall 4um�h olt lobar and materials to make this �b� The d€-do r�corrlrcciar must 1) narks ' 'ttyy tt r r'�. �° l Icatian far the to 2 de i# efare drank b ins ° mark the lo�tian ti the top! 4 malts f eat m I . , , f , ,- , :- � �� �, �^'� � r top, �) pay p� e9 )f PI O V_� . a i. w a i .r ' r� flnen the is caivitad �,?. . .' " Jr 7, Tba contractor shah tie-in a new line to an n manhole ire drilling the 'manhalc. , ji, ,,,, a , ' ' , - � �, ��� ,,; t, � ��� � ,' - e 9 g t� I r .,' ; d water service line �t have a double died valve or I law prevention assembly, ,as re fired installed, '' �' ' r � �� " � °`` ' � � � .,, ," , , ` it � ��_ %, r� `,, � ", � '' . r, Pr Ma qu f x _, L 'r The deem shall meat ASSE standard NO. 1015 or 1013, A remote readout is required. k' { '� � � � I ; i , r ill i q ' I " •t ,y � 4, i l d , j b' � �, a , ° f � r j_ _ s,, bey - � .,. � . 9. All fire iMes shall have a detector double check vat baste prevention assembly or a RPZ bad', prevention a. . r' ; assembl as required. The aslsemb still meet. ASSE standard hick, 104E or 1047. A remot i required. «...� :;" ^,' r . a , ; ' ''" , y % e / deaf s egin►o�. yY < ' �` of ,t ) .ry�.�� ,,f yf i a it + t ,_ EROSION CONTROL T °�:�_ll z ° . ` ,, A� r ... 'I , . :' _ 1. A Lands Disturbance Permit will be required nor to initiating a site work. This permit can be obtained from '% � , ., q P 9 any P w,., ,< 4I i t0 � ,�+ r ,; s � Frederick County. . I ' . - `� � 4, b b,( ,.' a _, :, m. 1 �., : � � A j '.,. T a 5' a'�i «„,a ° - 2. Tern orary and pemranent erosion control structurres and methods to be in accordance ui#h the >frgmla fA lyob! a ,� , _ _, p 4 , � P 'I C -Y p q a k -. i Erosion Control Guidelines and, local ordinances and to be utilized during the constructioh period. w. • ,: c w�., �° - . 3. All erosion control structures shown or as required durin construction shall be continuous maintained ,_ , Z460'q g lit � h ';� : , ? F _I� _ , f' 2p , throughout the ,period in which areas are denuded. keas shown to be surfaced are to hove stone base installed I "' •° +� �. � - , , • •.:._ 1pas. -. - F i. .i, sl ," '°., a ^+,-- ..:,,, ,., ..a ,•.,,,. , j, 1. - a % , - at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days °_ �'"i", _1. :,� ;, l �� �, ; _ , . 12 when construction is not in progress: ��., ._ i; +• _ ' i x • , i 4, t:ontractor to clean up and restore' disturbed areas immediately upon corn lotion of i a-1a 'n in the affected F b. �_` , „ ;' ,. 1 _. - F P P fn 9 i, �; - � - 7, �, ,' ' + �' . ga s',,, - ° . area. tr , r �s a `� , . - 5. All unpaved r , s , =d { a r s , ' al' f " n', pa d areas of the site which are disturbed by this construction shall be provided with 4 topsoil, a ., , a fertilized seeded corn acted and ulche d S _, m d eed heal to be watered and cared far as necessar to rovlde a _ `` ' ' --8 E r ° �� �n_ r' rev P Y P W ., , .. , '3 . F t t « s = a . 1 1 � ��'r� a- ood lown quality gross cover, Areas - - 9 q b0 g not grvded shall be dlsced, leveled and seeded to achieve lawn conditions, �'"� r ''` , w,;, �� ' . �, .' '; : - 11',, �-- :` , , �.e1�e w . �, " ' e r;1F.^'a"A ,4" 's+a.=' -art . ,, y , � __ 11 , $$99 - .. , .- , •.. • ..a V,. ,, J i^r'� , f. I - , Y ..4 "' 0. ..+s ^ { �`}, v. i f :IS v« 1 ° F :.. .N •l.•� " °mil r `. , . ,` , ' t. 0urnmg of eared cleonn debris r ueres a ermit 'frnm the Coun Fire (darshall. Burnin of construction debris an site 1 '__ , , > �' r -,, . , s , , ° # ",; - a , ' � 9 eQ P tY g . _ a Is prohibited. �� . r cny. �_ `''�' x �'�'*i aJ �' ''4 f.:; ;�� F , k �� � COVER SHE. 2. Access or ever en vehicles must be maintained at all times dunn construction. Temporary street signs - +, �. I,�.,;,. v � 9 Pr' 9 e a .., ,, a ii'..0 el.. ccyy gg cat e P , must be pted, as constructon be ms, Contractor ►Host ensure that arced vehicles do tat im ode access to fire ;f I. . �,z, .r g P P Y ° h b hydrants ire drams are not to be obstructed at �o time.. P - y Hy y �.� me. '- I OP BEN .. , R 1A DEPAR- N TR 51171%4 , _. A' �,, n: , `� �' I a*�� y - kr 9 wS2 r y^ .. , .i. is .. 5: Vim 7'... ♦ 1"e t. '•' ^. , ;. e.y 1. All work an r ect shall caul rrn t t t S. , ,l _ a ._ a a he la est �editeons of the Vir inia De irtment of Trans ortation VDOT ,.,� �.b a , , « � d J _ <� 3 GRADING Ek OJI�N CONTROL LANDSCAP lG PLAN Ro d and rid e fi ti n11 a ® e ci ca one a d Standards The Vir inia Erosion and Sediment tontral Re lat ens ar d n of �I �' % „• ' ` �:'I � „ ti'' I .'° • ,r ° I r , I r` . g f f g gel I 1 0 � t11er v e n, r' 3v '• , r -'' „t a, ��. ' �,K " - .K' '�A' . - � ; { .I ,•;.. , ;.i, a .., ,.=N .< ' 't . . °- " %,-r "i+ y ., ,: 'I " - , . _ „-'b,.._4,,, . • , . . « -s ...., , state, federal or local regulations applicable. In the event of conflict between any of these standards s cificabons .. „ r n `" Pp y f pe € s ,I . tfd " ",r,' , o 5 .<° , j'„J, ' a ° '` ' e I y�. ; , �. ., A r _ or plains, the most stringent shall govern. �`Y . '''; t+ t �i�, ,, '� > �� � a o, . ,t. �,. �, �. t.d , �� � ,� •� � .� , ,� ", �-�� . fry �� , ` 4 PROFILE 2.,,,Al c nstru n s t co " r r, , $ � ,,v a�a f., _ a ctio hal c comply vnth the latest 115 Deportment of Labor Ocuupatlonel Safely xis Health Administration - -' I .: I ,, , °- i �. :°,. i and VOSH Roles Re ulabans'.° �,° . » " a 1 w ?..` ° <. �ggy '' ' i.:- 3. lyhon worfsm o T n lit-of-wa all troff c co 1 Ivh t .., .. , .; 11,l`� .. .. -� `ti r, ,, , g y, i nitro , ether eimonent or tern avy„ shall be en accordance r r; �o g ry „u. - ' l.. q ... 4 .�, !, .' Jt. , _, J . Y �.f ,ire.. i , ., ,, I J-. �.r _. :..': i i Y V pp �� ,;' � • 5 (�L�CELLAI�EOUS DETAILS Ith the current edition of VDOT work area rotection manual. Furfhe ore all traf if�cantral flu ors must be �' � �✓ ✓ � ,,, �''° a � `� � �"", �` �e�� y i �; 's y'. of a t °.. .W.w•n+ certified, in accordance with VDO'rs January, 1994 r latest edition of Road & Bride S oceficatiens, Section - - , "' ," < � + r.;: �, , � g.I . , ,�- - ( ) .V"t^l., �,' tea , `- . - .., ,' ' . *." -:; .7 F o .,.a 5 s ,. J'� `"° i :11' 4 fie.^ . u' _iq �,.. p1 .1 s �. u.' t moo. - , - i �, . m ' ' .• . . r . . a max"' . �,� ,, ./r�f�.. .. .a,. . - . , c ��_✓ �:•- _'1 �.f : .. t'. x a ,. 4: The develd er shall be onsible for relocobn oil his ex ease on oil all u }Ales including traffic s none " + . r i i ., -, , ., s ," ' �:, _. r . 1 ,. �._, PP f p f y 9 , !� f n I .:' , 'ssr"'� - ,` ''r'r a gar �'.:,, "...19� �.. .,>, f x yr;,, W ;.: r `. ><„ s •§,",.r -�" : ? `E+. �' �" his f frt , : gg t, T •,d Y 4 r ,. pales unction bones controlle etc. owned V.f1.0:�. or ovate utd t co a e ar I �. �. -4.� , a 1 f tsf �y. P i y mP nY ft s the s le espanstb h�y , a,ri v r the developer r to locate and iden utili facilities or iltems, which m be in conpect with the proposed construction s�- ; , �x I" r�: - _ '; ; n' °.r „ r .4,:r,-, . •r ;_ �, + � � . , , � .b,: s„ .� � - ppee 1' ' P Ron z ,, , _, i �, i 'n ., f, u . : activr , V.©.O. approval f , T a these plans does not relieve the developer of this res nsibil � - ` ' ty pI p p Po ity r tt } W ;* ° •, . -�° _ °- > . Z to i'1 a, / , oa p ,a� 4, s _ + , ,` r A a r.r §e . t r l 9 Tilt` T i ' 4 5.. esi features reIati�Q�Q on n r to re ut tion, ontrol and f of tr ffec o ub ect to chat e � . I ^;,,�_, -, ., f ° d` P,, , i'. , .. ' A �'11 P p Al be ) g p ,, _,.d1=h „ t 'Y �. ,�. �t� ' rJ m a:, ^e , ;,."� da` n , 1p 'd r w: ;... .." - ..:' � r "� $ " i' � ,as deem necessa b VllUl. n ad itiona ett en9ge incurrecd as a resin a o eel revised mil e �: - _', , Y , � yfyy y y - `! l Y P •':I `i - 'f"- :m - . n�+k,*° 'r ."', �r.qy •aq ,F�,,,.•✓ 1,,-.p.` 'P' �-.=f r .-?., Msf+RS- 1e.reSpanslblhty Of tale developer, ra' k ' ° «^' r "a3°dry q."°✓ n',m . - . y „, le, , ;° t.•.-.. rSa f., .> S'. n , -_ " '-F a •f';- i E. ,. ,,", .' . ^, i � t,.'. ,a,. n ,9 n: Prior to initiation of work Contractor shall responsible f a i ``� « ..� a , , f "` � $ ;,,,fir , s m be p e of cqu ring aft necessary VDOT land use permits fors` r, ,V , t ,� ° I di`, any work n VDOT right-'af- ay r , . : ltzi.lµ ` s 0 w ° 4. I w# . le.7. H required by the to `DOT Residency Office, a preconstruction conference must be arranged and held by the € ac .-j , p„ t =,, f, , ,- a ,&" r �.� . p d ) engineer and/ae dEtreloper with die attendance of tM6 contractor, venous County agencies, utility companies and VDOT fi " � , - : , ., -x� "' ,r y P d° r s I. r, nor to andia#ron of work. r .off +' - f »� rf . «Pt S z �•.' y P d t,`, Vie, "" " „-4,,.,.,,:. '' : .f b�'''�i . o s , ,' I :<,3 "'h .. „ spa ay d"" .. rr �*Ys.. ,,� f o ,: _ T - t s - Contractor shall toil the local VDOT Resnden Office Mien a .:.'Z .. t b :, ,. .� ccOrk e9 t0 Elegln ar ceo5@ far any undeterRln1ed >, . ,.d . , Q> « a : a, 'e 6 - ", ,w. , a , x & fy w t Y iy- I `r' �3, 7r,. a x ,4 r, <_e' .4' Jeri th of time: VDOT veil ralso re uire hours notice for an gas ecteon. a > r _.r =`>„ c' � >: , ' n y p « '` ' A 9 Q ... s W W `"' , ,. °ub . , ! & , B „s` j; 4' 0.a, . at 1 e }::, . z { p n " .. 4 .1 f,/���„�', 4. a k • . ;x ..a. ,f ' '✓ ✓ A ., .:, ; µ:tilt y.y,. '' ,{ .. y4 ,r � .,I y i ' - ' .,. PC. ;' ', , f n. ,:' ''...� ." J M M. „ , C1 '. y.. ,. y e' 1�^ Ja. r•. - 'J `. Y. :. .e _ < T . :n _ ':in• 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road 1'1i , � , ;s , ,, �, b 1, „ ' w , a - N. - . -. , e . , ; 9 p !e J. P. _,'_ , r ., ., I 0, , f<, M. "Z _ter.,„ , era ihro h construc on and mainteoonce of a construction entrance in accordance with the Y ins Eosin ,« ,. ,., <- ,- . s : _,, • , _ . ,- y, I - ,. 'i 4 - �n. .•.,, ta��.�.. :. .r -`,,,...,.•.*.. ¢ ,�.: .� . ,ra6:..^ai t, ,., r ..1/.;. °" Fie 4 - .." " 4L�d �::; _ _:r,�.' 4 £ r .., , -#4r e,�b , . _ _.. - -. - 1 + {.. a-.. +. 4a p • ......: ,. - rc z V =�,l `F »._, Wit;,. Y • . h - - .'., ,' v e a Sec 3 02. Furthermore, access to other -Y�. • , _ e. �' ., E t>lfb9Qls, h , a properties affected b this . a ect shill Pe y P i i }}' ., ; P;; i fir F 4 ; ry , y n,- � 4�a4# . v r ,.. , s �i`..r '4a ` . ,, q� f :.fir t, r, hi $ yr e maintained roll h construction. The Develo er shall have w in li t �.,. 1 ; . lf� Ts. , r, ,,y . �� -• � �, � r . , � .~ , , C, p f Ith the mi s Of the prolecta an erfl �a a a a . i r - r;..: , , t - : ,.,,x - • , ,' IF r ,,.: , . 4 •;' gg p ye ,41 a '» . 5 y 9 "„ g w, � a^ , k y„ ,a e „J i certified by the De artment of Oonserva an and Recreatlo in Erasion and Sediment Gontro{ trho shall , fix, ,,_ ,.-r,.„ , . y". }}� g ' i'. - . a.. ... <-. ., ` .}$� .+ ,. .. ,' Q- e E. tt�', ',*,�R., ekd r �Allvl':l ",, i�I,, , .tk r k•y , 'TM - inspect erosion and siltation control devices and measuires for, raper cnstolluhon and deficiencies immediately after each rainfall, at least doily during prolonged roirofall, anaP weekly when no rainfall event occurs:i1L1I �' dOY 1 & TO P 0 �) i�C�fl�Tue�T17 LlC�ldTl S rv` . t0 J �. C 0 YTl O NER � 'EL PE "" "H off, 10. Contractor shall ensure adequate drainage is achieved and maihtained on the site during and at the end of ,- . construction. BANK O F C LAR K E COUNTY U N1Y �4 ., 11. Ali water and sewer lines within existing or proposed VDOT ri lit -of -way are to have minimum 36° cover arid, �= g when possible, to be installed under roadway drainage facilities at conflict points, t 12, An unusual ,subsurface conditions encountered 'during the course of construction shall be immediat brought to 2 E. Ct AIN STI'�EET I - Y' the attention of the engineer and VDOT. Work shalt cease in that vicinity until! an adequate design can determined � CATION MAP _ s A N SL �y _, by the engineer and approved by V.D.O.T. SCAL :1°= 2000' BERRYYVILLE, VIRCINIA 22611 L-3 . N°, az°67,.. 13. All fill areas, borrow 'material and undercut areas shall be inspected and approved .by, VDOT Ins�tor prior to placement h r of fill. Where CBR testis is required, a V.D.O.T representative shall be. present to ensure the. sump a obtained I � u • � �40 Y � � � r1 � 1 f} . is r presentot"ve f t �aeat�o i on sa°I am les are submitted to p ° � e lobrotone for ��{i g, the am f H C U � . shone clew% i erd'Aed and Indbeted os �eisoil in to a project thieh wi Ii I be accepted by V D.0.. and tat �e Ming t,, q . shall conducted according to applicable V.D.T. standards. 'A �G��� 1 yfill, base, subsurface material and backfell off utility/storm sewer trenches shall be compacted in 6 II�P,L Sl�l" PLAN fgly,q ' 14. All` raadwo JUL T L 1 ' life to 95� o theoretical .maximum density as determined AAf{T0 'I`-99 Method A, within ills or minus 2� of - �°J " ' f optimum moisture for the full width of any dedicated street right-of-way. At, the direction of VDOT Inspector APPI U`VEI� density tests performed by a qualified independenf agency shall tie conducted as aired In the VDOT 'Road and - ' Bridge Specifications. A copy of all tests shall be submitted to VOOT prior to final VDOT approval. �DAT' ,, 15« VDOT Standard CD and uD underdra•ins shall be "installed where indicated an these plans and further where . determined necessary by VDOT Inspector. 16. The installation of an entrances and mailboxes eiithin any dedicated street right-of�-way, shall meet VOOT minimum design standards and is the developers responsibility. i1bert ® 6)f f ort-d I & associates,, Approved by Frederick County Zoning Administrator . 17. Prior to acceptance by VOOT of any streets, any required street signage and/or pavement markings must be installed - - �- b the developer or, at VI)OT discretion b VOOT on an account receivable basis. St y p . ° s y op signs shall be. thirty (30) inches tali with high intensity sheeting, The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum 9 - , of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O:T.'s approved list. A copy of this Pau_ },,-4 &�_/ "�/list may be obtained from the District Material Section. Contact the local V.D.O.T. r ,dency office with any questions regarding_ - - 18. material and placement Site Plan royal VON for 5 Years From Date Shown Hence Date 1@. The developer must provide to the local V.D.O.T. office a list of all material sourcesprior to :construction_ Copies of all invoices for mdtericls within any, dedicated street right of way must be provided to the local V.D,O.T. residency office prior to acceptance of -�- the work. Unito and total prices may be obscured. EngineersLand Planners Water a f y - 19. Aggregate bases and sub-bbses shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined - using the donsit control strip as specified in V.D.O,T«'s Rand and Bridge Specifications (Section _30¢ gnd Vihrt-10. A certified I ' cam aeon to control shall erform these tests. A certified co of the test results shall be provided to the Resident Office. In 117 E. PiccadillySuite 200 Pa P copy P r y 1- 1 e n 6c"h Dr. t, addition to checking stow depths, a V.D.O.T, representative shall be notified and given the opportunity to be present during the ��,�� �� � �II� I �� �� � ��� � ,� Virginia �� ' construction and testing of the density control strip. o - 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.°s Road hd Bd* SaS, ce'rfications PHONE- (540) 898-2115 ° - ° ' (Section 315): Density, will be determined using density :control strip as specified in Section 315 and Vi(t9 76. A certified compaction � " I I technician- I shall perform these'tests. A certified copy of the test results shall be provided to the Residency Office, In FQ ) -25 F-_ ( ),®0 , , addition to checking store depthsi a V.D.O:T. representative shall be notified and givers the opportunity to be present during the , . construction and testing of the density control� p.- 5" 21. Approval of these plans shall expire three ( years from the date of the approval letter. P tyi ) ,' - 0 1 1 1 1 , I -t Number . Of , " I '. 22. CG-12y Curb Ram s gPe wit me id im arements lolled be constructed at locations shown an the plan sheets or os . - ,"" directed b the V.D.O.T Fri sneer Inspector. \1i (Q (Q - --�- _ , I . . - I , - - - " -- .. s - - - -- - Ii---- - - - - - - - -- - - _-�_-_k...�.--- - - - _ - J __ P. I. N. 42— 4 —A W. H. EMMA R T & SONS, INC D. B. JUJ,, PG. 430 ZONING.- B2 USE COMMERCIA I P. I. N. 42-A -196A HA RR Y K. BENHAM W. B. 32, PG. 288 zoNING.1 52 USE. COMMERCIAL 48.0' TAPER O' o 0,\ 0 , STIR #6 DI-3B / RIM=811.90' ,L=12_� 17. 'CG-12 j" a ? R57' r/ . , STSTIR'S 3 DI- 1 ,Q2 o U RI —8 i 5.30 ly .O' \ j � R37' �' RELOC D T -tt --STOP SIG R 1 2.5' � R, 1 L� 690 00, EX. TREE A A-SSOCIATED / 6 Ltt-rfi IRRIGATION TO BE RELOCATED TO AREA SHOWN ,ham, It nv • o°) ry �J P, 1. N. 42-A -198G ZONING: B2 AREA 8.80 ACRES 0 USE: VA CA N T a_ EX. MH_ 1 .� TOP=811.00..._ P.1/V- 42—A-198H , ZONING.- L INV IN=806.10 DB. 904, PG. 927 `_ENV OUT=806.00 MPN REAL T K, INC. USE: RESIDEN TIA L PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY _ PIN OAK 2' CAL. 0 6" HIGH AS SHOWN 5 a RED MAPLE 2` CAL. 0 6" HIGH AS SHOWN 5 FLOWERING DOGWOOD 2" CAL. ® 6" HIGH AS SHOWN 4 HETZ HOLLY _ 36" HEIGHT _ 5'-0" O.C. 26 REMOVE CONC. DITCH TO HERE .40 STIR #4 INV. IN=813.20 STUB FOR FUTURE IT IS THE INTENT OF THIS CONNECTION PLAN TO PROVIDE STORM PROPOSED PEDESTAL SIGN CONNECTIONS FOR THE ti SET 10' (MIN.) FORM ADJACENT SITE. — PROPERTY LINE MAX. AREA 150 SQ.FT. MAX. HEIGHT 35' \x 9 ' , FOR FUTURE IN LEFT \ ONOEPSIG; WAY SIGN ..SEE SEPARA RN SIGN -R 7.5' DO NOT ENTER R5.0SIGN 5' PARKING SETBACK 22.00' oR.' P.1. N. 42-A-1.9Rr, \ % 12,�.44 INV. - 808.44 EX. 120'-8" SDR-35 � PROP05ED BUILDING SITE FORj THE BANK OF CI.ARKE COUNTY Y U�ck,_ �mmimME cir- a-- o-_- euiW Kcw = 24'-0' } Q ¢ 3 3 gI r co rrooe = e�sn m Q Q � I cri vi I & 62.00' 9, 5' = 17.00 ' GRASS AREA CG- 7 WITH kEVERSE �— GRASS AREA 5 GUTTER SLOPE / GRADE � EX. WILT. VDOT CC-1 _ SIDEWALK 1 —� J 2 SY-2A EX. GRADE CD / 8' 21-B cn SECTION "A" � ROAD WIDENINf; SECTION w � SEE SHEET 5 SAD AND WA TERMAW DETAILS PLAN BY PAINTER AND LEWIS. _l 1 " COPPER W/ U TO METER fn z ck::: cr) C/-) w o~ C-5� oop--�d � p V w w Q p o 0 aQ�=� �� w L.. J Q V O O C:) 0 r— L.J L.J W LLJ p w w w w ��000 00 CV CV (O r� -- o 00 (D O r" N r`-) � Ln CO r— .� en (BY OTHERS) P. I. N. 42- A -198G r' c v ZONING.- 82 w 4 w A REA 8. 80 A CRES c cod w PVC SDR 35@2.0% USE- VACANT m T =81 1.87 TEMPORARY PLUG j PROP. SEWER MANHOLE kNE RIM= 818.25 Go INV. OUT= 809.60(8") INV. IN= , 810.47(491) ACCESS ROAD AND WATERMAIN BY OTHERS DRIVEWAY + IS REQUIRED TO OPEN DRIVE—THRU FACILITY. 14 v < F.H. ASSY. (BY OTHERS) IV 4z 5 3632 S.F.TO BE J I K 3/4;�— ACQUIRED BY THE o 2 I �° WATER I DEVELOPER �� co / METER (BY OTHER�6�- INV. OUT = 811.00 3 y M C-1 REQUIRED / c b 61 W=5', L=5' 0 c 1 / ■= 1 ±�>� R^0_� L R 1 0 �F. //,' b. t N I q F_LUL 4 rE�r` 8� _ 1 �✓ o o Za _ �oW r Uo j L"w�� Q �o�w / 0 U —_ 0ww00 Z Qr PVC (�P 3.20% EX. SAN. M H TOP=814.50 EX. INV=803.88 INV IN=804,.60 0 EX. 8" SAN. SEWER (TYP.) GR.4PfHACSC�4LE 20 10 0 20 40 IN FEET 1 inch = 20 ft. � w 0 � w � q O z ti o "V v G 3 SCALE: 1=20' DRAWN BY: S.A.A. PROJECT NO. DATE: 07/02/01 SHEET 2 of-5 l V \ f l i / 'ES- 1 INV, I NV.' I = 08.82 / / � S�JB F01 / CC / h. � 814. IT IS THE INTENT OF THIS PLAN TO PROVIDE STORM I / CONNECTIONS FOR THE REMOVE CONC. ADJACENT �r / DITCH TO HERE l �'��j 1b / / RIP RAP TRANSITION ALL SPOT ELEVATIONS I / FROM CONCRETE DITCH ARE FOR TOP OF CURB \ I I UNLESS OTHERWISE SPECIFIEDco I II I 3.40' FUR / 1 I ;TIC / 1 r/ STR #�4 1 r �s t INV. 1.N=813.20' I STUB FOR FUTURE / I CONNECTION �I * 818. 2.0 818.40 / 818.7 I / 0 819.65 DA \ - J i Do \ \ ' f 8� 88.80 PAV� E T 19.25\ s I co o x819 25 '~--C�D \ \ \ ILL �� 0 $a a• x819.25 \ 878 \ I FOR ACCESS ROAD 1X O DA-C co STR 4, DI- B I i STIR#6 DI--jr, ��,j �/ RIM=816.7 L= 2 I I INV. OUT = 811.00 M=81 1 .90' L=1 / � / Qb 1 / �� / �4 l �� EC-1 REQUIRED .10 W=5', L=5' I P h , EX. ES-1 1 / O�OQ \ / % O 6. o INV. IN=807.20 / 6, \ `J \ E - 1 EX. 32.00'-24" / / i / �,�� �\ �� 81r9,50X IN =810.0 ( � 1 4 _ RCP@5.94% a \ _ -� �.�. ,� 15.9 I^ - DA-B/ _ / r, 3/DI-1 15. DDA- \ 817.75 EX. DI-38 M=8/5.30' BER ,C\�\ 15.150 I P 81507 TOP=810.00 13.5 INV. IN=805.30 /� - -- SF 14.7 / 14 INV. OUT=805.26 - SF RIM=814.10 = '�/'-8" PVC SDR 35@3.20% / C2 �, jl��-- ,TEMPORARY � BERM / \ IP \ -TC SEWER TC 17.5 / X. EJ -- 15.0 INV.-808.44 4 1 \ 72 IN 1N 808,10 EY. 43.79 T 7A _ / R'C P@ 1.00% "' w 14.0 TC O STIR #2 DI-3B ATCH EXISTING 13.9 P ,,�° EX. DI-3c" 1 / / X. DI-3B RIMSTIR # 0 , -3B PAVEMENT LINE -'� EX. 410' ^PCg % 52 -4" OP=813.60 ` \1 6 / �jP-810.00 - / AND GRA.DZ �� % = EX�1 ®I IN=809.5(#8A �' 8048�0 / � INV.=809.00(#9) TC 0 I V. IN= .76 _ o OUT 0406 \ CONSTRUCTION ENTRANCE % T 15.5 INV. 0 T=808.50 TC 1 4.7 W/` WASH RACK REQUIRED BERM EX. 36'-15"RCP@2.08% 7.5 14. � _ ------J�TC 2 1 b-0 INV. IN=807. 0 8) EX. 78.74'- 1 8"RCP@ 1. 4% - / INV. IN=808.2 7A) \, \\ INV. OUT=80717 " - �4.I EX. 120'-8" SDR4�"EX. 2�00-2PVC @ 3.20%-35 RCP@1.00% RCP@O.B-A EX./OND OUTLET 6 EXSAN. MHEX. ES- 1 EX. EINV. OUT=807.50 I TOP=814.50 �(�0 40�0 ' NV. OUT=804.38 EX. INV=803.88 I / I INV. IN=804.60 /N FEET 1 inch = 20 ft. T EX. 8" SAN. 6 �> \ EX. 60'-36 PP@0.83% EX. 12 W M APPROX. LOCATION _, -- - _ -36 CPP@1 .26 % TN='- V. IN=812.5 / EX. --- -------------- ------ �/ \ -- - - - 1-6.-4-T TOP = 81 1.00 _- - - -- - 1 INV IN=806.1- n �O V OUT=8061.00 �- �_ __ - --- - �k. TIC BLOCK AND GRAVEL ,.,. INLET SEDIMENT FIL TER WIRE SCREEN CONCRETE BLOCK GRAVEL* FiLTER MRE SCREEN OVERFL,;-,, , [ r FILTERED WATER RuNOFF � ��=r+1�,�rr>•��Y��rr��)'j Liu '"� • !.itr. � ia�r,�« ��w it WATER ML •; WITH_�0SEDIMENT FA ;I \-DROP INLET WITH GATE SEDIMENT- -T71_$ . SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR y5 COARSE AGGREGATE CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4 X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. Jill 1 FLOW Will 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FLOW III EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC 01111 Ar RE -I r LiJ Lil :m m oo� � S ch� w Z W Z W Z - a Q � ��Co n�C/') ono L,J L�.J LU ul) C/')Ln � OL� G O O O 00 � Uri c,✓ Q O cv O 0 00 00 O r- oo ��n 9 C� 04 T SOURCE: VA DSNC PLATE. 3.07-3 SOURCE: from Ingalia.ton of SIza1 and Fabric PLta Ba-rriere for Sediment Control, PIATE, 3.05-1 •w I �TO •�+ w> i i LEGEND EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE do STRUCTURE PROPOSED CURB do GUTTER DRAINAGE FLOW -- EASTING GRADE <<- PROPOSED GRADE PROPOSED EASEMENT AREA PROPOSED SILT FENCE (REINFORCED) SF CONSTRUCTION ENTRANCE Q RIP RAP CHANNEL LINING SILT FENCE INLET PROTECTION �j;!ij.•_..�, CG-6 (REV. GUTTER) SOURCE: ADAPTED from 1983 Maryland Stordords tot Soil erosion and Sediownl Conhoi, and k DSK Plote 3.02-I GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER 12 RUNOFF WATER WIRE MESH FILTERED WATER t as IT a v o v _ a _ SEDIMENT CONCRETE GUTTER 12 CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS • GRAVEL SHALL BE VDOT y3. H357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07 v W SCALE: / =20 , DRAWN BY: S.A.A. PROJECT NO. DATE: 07/02/07 SHEET 3 of 5 820 m 814 m 81() NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. NO DUMPSTER PROVIDED. TRASH REMOVAL SHALL BE BY PRIVATE CLEANING SERVICE. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. & NEW BUILDING SHALL COMPLY WITH VIRGINIA UNIFORM STATE WIDE BUILDING CODE, AND SECTIONS 304, USE B(BUSINESS) AND 311, USE S(STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER C01DE THAT APPLIES IS CABO A117.1092, ACCESSIBLE AND USABLE BUILDING FACILITIES. 9. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 10. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4..1 11. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAWS CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 12. ALL PARKING SHALL COMPLY WITH THE BOCA NATIONAL BUILDING CODE SECTION 1105.3, 2 w M W Q 0 U.S. ROUTE 522 0 w x W ll [/zNo P4Vj-M[1V7 1 1 /2" SM-12A-/ 4" BM-25.0 8" 216- m Ln Ln 12' 1 I 2' ( VARIES m ckf SAWCUT EDGE o CG-7 Q 7PROPOSED _- UD-4 RE( 'D �2 CONNECT 0 EXISTING DOWNSTREAM 0 GRADE STORM STR. id MA TCH EXISTING CROSS SZ OPE OR ON. 1/4 I' DA VEMENT WIDENING SECTION U+00 0+40 0+80 1+20 1+60 STR #12#22#3,#4 1' = 20' HORIZ. 1' = 2' VERT. NOT TO SCALE 2+00 2+40 PROJECT SUMMARY -PHASE II and III TAX IDENTIFICATION NUMBER 42-A-198J TOTAL PARCEL AREA 0.90 ACRES ZONING B2 ADDRESS ---_ NORTH FREDERICK PIKE CURRENT USE VACANT PROPOSED USE BRANCH BANK DEVELOPED LOT AREA 0.90 ACRES SETBACKS REQUIRE PROVIDED FRONT 50' 76' SIDE 0 35'/66' REAR 0 98' BUILDING HEIGHT 35' (MAX.) 24' FLOOR AREA 2,500 SO. FT. LOT AREA DISTURBED 0.90 ACRES FAR ALLOWED 1.0 FAR PROVIDED 0.06 MINIMUM LANDSCAPED AREA 15% 5,881 SQ.FT. LANDSCAPED AREA PROVIDED 9,435 SO. FT. PARKING TOTAL PARKING SPACES REQUIRED 10.0 (1 /250) TOTAL PARKING PROVIDED STANDARD SPACES 16 HANDICAP SPACES 1 TOTAL SPACES PROVIDED 17 HANDICAP SPACES REQUIRED 1 HANDICAPPED SPACES PROVIDED 1 LOADING SPACES REQUIRED 0 LOADING SPACES PROVIDED 0 PARKING LANDSCAPING PARKING LOT PERIMETER 480 FT. PERIMETER TREES REQUIRED 12 (01/40 FT.) 3 PERIMETER TREES PROVIDED 12 TREES REQUIRED 1.8 (01 /10 SP.) CDINTERIOR ,! INTERIOR TREES PROVIDED 2 TOTAL TREES REQUIRED 14 TOTAL TREES PROVIDED 14 PARKING LOT LANDSCAPING REQ'D. 455 SO. FT. 0 5% OF 9100 PARKING AREA PARKING LOT LANDSCAPING PROVIDED 600 SO. FT. TRIP GENERATION ITE, 6 EDITION ESTIMATES THIS SITE, AT FULL DEVELOPMENT, WOULD GENERATE 663 T.P.D. USE CODE: 912 2+60 i 819 i sis DATUM ELEV 806.00 �co 4 0+00 0+40 0+80 SAN—SEWER LINE 1" = 20' HORIZ. I" = 2' VERT. v v Mi 0+00 0+40 0+80 to I�I�IQ n O m r. co 0 II n "I'? c6iD i min W cr- 3 cl- EX. GRADE z z z 818 `'- Z Q 0 0 0,,, c`r� J PR P. GRADE ; o Z Z L-,w0 Z Z — QQ�� 816 � a_, o nn v z ( CD www Ln(-nN w cr n�� n 814 �s 812 : END LINE 37 FT TO MANHOLE 808 EXISTING SEWER LINE GRADE CRAPMC SCALD' 20' 10' 0" 20' 40' r� o �n N_ N_ 1 +'0 STR #6,#7 1' = 20' HORIZ. 1" = 2' VERT. DA TUM ELEV. Ek 806.00 �- c6 0+00 0+40 STR # 5 1 = 20 HORIZ. 1" = 2' VERT. N Ln u� m o^r" ^(D '? rn c-) ao C6 - 12' 24 " _Z RCP ® 2.92% 2+00 2+40 O j [1 OO v SCALE: I =20 DRAWN BY: S.A.A. PROJECT NO. DATE: 06122101 SHEET 4 of 5 ir: iQ This area may be concrete of the option of the contractor This curb Is to be used when design speed Is 40 MPH or lose on Rural highways and 45 MPH or less In developed urban 8 suburban areas. The bottom of the curb and gutter may be constructed parallel to the stood of sub• surface courses provided a minimum depth of 7" Is maintained Noe Comp curb a gutter having a radius Of 300' or less (all" face of curb) "I be paid for as radial combination curb 9 gutter, This aem may be precast of cost in dace. Concrete to be Class A3 if cat In place, 40=PSl if precast REFERENCE" COMBINATION 6° CURB 81 GUTTER IOS VIRGINIA DEPARTMENT )02 01 TRANSPORTATION 20103 ♦ M O 1 r I' I• 'i IN r 4 A -_----•__-,_-- The bottom of the curb and - - - -^- gutter may be constructed parallel to the slope of sub- -7•--.---! 2•_0" Sur Inc. courses provided a minimum depth of 7' Is maintained. This area maybe cant refs Of the oplion Of ft* 6onlroclor This cub Shall be used when design When combustion morflabk curb and gutter is speed is greoter than 40 MPHon used, ftStandard Enfrome Gullets a Standard NoteComb cub 9 gufre, having a radius RuralIdig hways and 45 MPH in Correction for Sheol Intersections ore to nave of 300'or less (along face of curbl shall developed Urban and Suburban the mountable curb configuolwn Incorporated be paid for as radial combinotion curb 8 areas. gutter When this slandold is to be tied into musing This item may be precast or cast in place burner curb, the it°mrhon Is to be made within 10'cireN� change In slandads mode at regular Concrete to be Class A3 b cost In place, PSI- a000 It fYecost COMBINATION 4" CURB a GUTTER - SPECIREFICATION FRENCEERENCE VIRGINIA DEPARTMENT 105 TRANSPORTATION 502 201.04 — — — DI -I Stood are tow pawled kern N is r•de ¢seta NOTES For doom eta sk, 9Y-L 4'-Y -Y-T• w ♦.-- 3"Do ..ep ruses fer.Irre dspn IW ro a n fa gl•a. rolh sr.rdye a-u � • le can w"- ewufre or ke-na lM 'merf N b be Wawa {L, It In aoC=p, wlh Standard Pion IS -I Tar cow of q .. iW Tit a #WtR" old To"i dl mahrlW nuaenal to eta i t iM■ e - 1 e e,i'rlde, '^0e•p as a so iMbdii tan rr,e pace old for m, dap 2 le'- retie 24' met cp,eprta a this Hs. may a. pre N4l a cai Woos AM - I _ St m DtaCe ,.KN itClonee( r•D• Ca A3 fp pof• Se Se. St.., IU303 1.-. • The"H"d". Mini a/wr' on the SlanWaa vM M-Ifl•d on the plan. sofib. nsaured f tom or Men '�l Te nIn - SECTION A -A toll p" b eta ap at me .nyLlws Plan N"drnrr.slons are law -anal only I..anmWnq seriroees aria nit W of d-Mw she, he hed net-mrbe eta Cottony sold corikili PLAN 44 .e'Smooni Dowls R ooproa Iz' CONCRETE QUANTITIES FOR MIN. DEPTH r, "r ado Wa hue .1 to oulllf pros a t10rhen ( Grote Remo,") C-C boa paced in ail ors& adlaced the Callen ee INS sIr,ICM,1M s.I.s .1 INS sfnc.n • wep d• wh 12". 17' Lorene Iraawa. to abutting—.1. 10 lot-oll 12"ceM ooe L44OCuVaa Concl-e writ t. Vrgod wR, ^•man metro a Ir•wR sr,.-q cC.*,,,hinw4n w goi+a.sed staei wwo. f*lyletMnf 15'corc arpe- 1528 Cu Yawcrnne.e a po,bq of re. the srrlcr,w TM cat for -1— .d• d.a. O. DS ncn, nwntse 4 h Moore eoweso z".i r,odr mvy bar IB conc pipe- 1620 Cu Yes Cm," :wt shoone shill a e.Ardoo r, ne set. bM /. meefr M.dware cloth -Ni f."' y to orovWea Sea Standard T DI 3,4 24 all pips - Lel r Cu Yea. Ounce" ar a*uCtUr1 oubulk of structure aMrnota avian Ads 01449 C, see W oednora too of seek SECTION STIES sBCTdi CAST 1" r-d N ores 10 - 'o19 4s; Luis rose - Celli r.aM Ra rM cebr �D F Pro �L Any aterrrdre +•*"ad. of ondrorop, ` n,•-.0 INS ceprevol or INS E,qw•.. 0a1r o1 .N may be W,1jrsd f. the cal on Weld 4s.ebs 66E'3fbs p` Han Ribs kp• os Moon Mrean sell conlrctan I harlYll rrlwddq a0 �� Q 1a cony__--� ao.rdors •Is STEEL CA[T IRON ixt}e4' lugs }+{ ). T 2r� cpnrcors __ I I 4,-, SECTION C-C APPROXIMATE WEIGHT SECTION paEMBIONS t0R CAST IRON ONLY Cost Iron blots 363 r 'S.D. DETAILS OF COLLAR AND GRATE SPECIFICATION SI (DARD DROP INLET REFERENCE 12 PIPE MAXIMUM DEPTH (H)=10' 233 VIRGINIA DEPARTMENT 302 104.01 risk, ••I pv..Ct . so- CC-n tRNts to be a. A saroanq w mon..e sh", M Pair) (Roots to be es \ jRod,d rnbnolron L curb one gutter sno.n on Item) / Y' B (st'd CC-6) BI (.I ♦ is. --------- it Close Al lN.E.S. ,• A.,. s. •' • b. S. '•b•------- 6 ---- OpUOlwlfbw L't+R, i e• Cow*h a� r E r onion p t e E.paaslon Joint q,•I I SECTION C-1C No 1• width "6" 2`0" or as LIMIArr r"adsoY Mo.n m lypleal.ectron PLAN VIEW cen.uea woo. cNarq...ah . pmaed.c clr+. 10' Pyobobc Cure Edge or Shn.se.r a oetionolrio. tm E Me. _ Soo, Chorq• _--- --' Voy,fn• Roadway - - - - - - -' - - - - - - -- - - - - - when SI'd. CO -ter Is Used la enttra,cos bun -• h con action with vOOT projects. ci.oae Slop. change • - - - •_ - D not. ttli folo.ino•. D 7; Z be o0u9c•to. Mlackilhenlivem1".ntleh. for silkier Descl{pn CN e. tw epf only up40 reaus.d to rrlthild staIi ' 20'Disi-We for Cammerpd Erb N pavement WtiCh cm he om4te0 in S, win the Garton-) SECTION A - A A Roddcurb eta rrrerupan curb and guff- shoe not D• conati led beyond V,e R/w Ane e.wpt too rsPI(ILS al purpose. GtAidelines for Grade Change D when used In con)tncho, wt slarward CC-3 or CC-7, the Curb lacko inn this Stondwd is to be adjusted to match the Enborc. Voar.vi, 0•srabis U..-ry-n rr-1.61e wrb confgwatlon. high (~a faun ism Viral o X 3 X see Stmdore CG-12 lot cure -Romp dedgr to be ..soNth IN. St -Mora Modem 1500-1500 vloo) <. 3 X 6 , When the entrance real ce.r•ot «commodale Lit. Mss Nan $00 VPO) < 6 X e X me hrr reriJamprls of onwopat.l hea+y bud. tral Ic, cOraber alien sAouAd De P+en to mereaeey the de th of od)dctnit proposed sldswak le 7 G ZOptiondnokil •nay b, used Imr elr lr arces b of ..than. Optlolra' fb.11.. may r•rilre .00 Plnq of It portion of gulf,, to p tud. pon6nq of .altr. SKoffCA to. METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 5az AND COMMERCIAL ENTRANCES • vI GMA DEPARTMENT Of TRANSPORTATION •ZO3.O9 D.-3A-38-3C ... e's—o. . Wool-, 2-Le p or obc., d•s loa oolecwrr :si*,r•tr lra,.NWM[[ 1 50 Has.e - .91e d M•U f aIT' r bm,M.l.g ....... Y pry+enl rlNeminl INa.rlraewrl'.4'..r wry 4M w.�iea cerlreve Irsrrr to tan C.- Eimer sr- '•. E+.rrY. J-e ♦ .-. Boca o1 5,4— - s1M"hew eta r r ,�-1. aerY ao .t .1 I-. d Co+r ere 'lK e I' N. Sid IC 1 �. arc •a+.y. if1 . is ew r s ...,ww 1 e a T a . ( 1 Tw Type A o e I T Istd .Bar tale1.O . ii s — 1T A No9E DCTAILSr-. ET b I. • . li III \ .w A Noe w ran _—O- tar&~e 11 L-ar• D Gus ra•i101 .Ilnl y-�fl ewy Lewes CrM Awl A eel.e� Gera Cenral J.e '. _ _ e W Y �rY.r.a In reek. Cr b o wla wW. C... a... 1. 10 r -Nit IN 4") F--.'ate-• r-e•--� ,. PLAN _ e'M.. -. _.___. :.OY a rlfMn, In .I.,n ':ow the rponYm Wlwa-Ia'rA. its., F -'tI ' 1 der. e J. o41 -ly to orb . -to ar a.'- kr- w...r- taw eo' - -- rL_sx� rayes SECTION e 0 S F•»- ----------------'- ri.r. awn i •war r re + rill y/ it -t r el DYnN• Tq. ,'taw 0e1.. NNI r +ae0 /„\\ I ..o Rw wN ce-] • cc • LwarU r Ji' pye•Nr FRONT ELEVATION rya. s M.. a.ia drw w..ra _ _J nar1. ,r,..e) wM Co 2 e :d a ew.swe. forerere YON - o 3'e pl..r•....pr�o. b r uoo.4 l a •' I A 1 nor •+en rIH r..f >I eta wtkII M.. hiyf.r I- M WI10n •p >♦ .,k' r i,p•M•i w..p •.... � ' d ,r Y•vclve.nM fur, of INS Y•ully ran. shaped watt cr.lr•r hew ".n N.N. si.lrn Ise I." be _1.rMn ,.R ,a,a•y bit pe.W +I.Wre r pmep of tar. n N s"wk•n. iM •r.1. I/e -wok r a.'ro...,p IMY Ina. n" ✓.e I WL+^N a1rM a mdudaa n Rue V'.♦ bit tar 1M elrYciw wn eo a 0] tan, n..r.r • w.en .a♦e e. , r lY s ee.'w • era• w! era. p•• T ReNNA� esss.e.r• wb, the suer rr.n an ee1r111 0", 0,-Me. Mrrere cNM oncbrr hil y •♦ e'I-- t'-r-� e• m wy *iI..I.len. ses e1rlrNYe .el Mn Me ,Ire•- let t ..'ere, rIY.1.1•- _ 3ECTe011 A -A _ - 01-3A 01-36 r-i /-- - L --•-may L - ."y `- -- Nel, t 1 a"" -- IN.. I--------- R _ -� Far tar r ,ePL — dew" i h• tee N N eyArrrlal j--.s¢ - s,.• r.rr r ry .s w. " r r +.♦r a nrr � n�. �e'r+ .a. Thi W r MIe.M M /errs s rr..r TM 'M �eMaMrn rlle,.n on fM ,Nroo•d. W .p.cl Luse an all MOM wIl DS wMMe . r w -Y♦ w w• r.r Y � Y ti W .•'MY M TAIL WHEN UeCD ADJACIONT TO CUM wepeured I•e.• Y,e Mwfi ar eke p.'w� puss ,e rM ke sr Ina .r Krwe. peen M ur'Ie Y .le. ILI tit, ..+tat c♦r, . Yin a tar. e,rMnama era doper,pole•Fey f..V-,.r9 t-"ke,one the o<raOl di sot. W'THOUT GUTTER .n.l INe.e wM.4 or 1M C.nlract. Ir I,w is oar,•. M.r .. ♦ • a W♦n,... ,r rw.r • « a ..r..♦ •. crlr-- w•i'A'......e wrar n.. n... ••.trpr.nwl«a..1 I. Sheet I Of 2 STANDARD CURB DROP INLET SPECIFICATION 12'I-30" PIPE MAXIMUM DEPTH (H)=8' RgfERENcc_ VIRGINIA �DJE PARTMFNT 131 104 09 TRANSPORTATION ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE. PLAN #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TIES 0 1'-6" O.C. LIGHT POLE 1" TOOLED EDGES LIGHT POLE BASE HAND RUB FINISH ON WITH COVER PLATE SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE NONSHRINK LOAD SURFACES. PAINT BEARING GROUT YELLOW ABOVE GRADE. r� ANCHOR BOLTS FURNISHED FACE OF j 3 -D WITH LIGHT POLE. BOLT SIZE CURB I GRADE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION_ 8' GALVANIZED GROUND 7_1_1 = IA" 0 CONCRETE BASE ROD. BOND TO POLE. _ _— I _ P.V.C. CONDUIT AT 2'-6" 3 STEEL REINFORCEMENT BELOW GRADE TO PANEL. TIES ® V-6" O.C. I �1FI #4 STEEL REINFORCEMENT ° — NOTE BARS ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT 1'-8" NOT TO SCALE LIGHT POLE FOUNDATION DETAIL is _•ice. E�����17.N'f� -SMUMI: Ft �i01TL E SECTION A -A SECTION B-B OC 6' SECTION A -A SECTION A -A NOTES: t ►all ru1'PL! u[ 11lrAUAllaldl �bI s 6 TO fIDvOM M nmTtc'taN oouET�l1 TTE-lFW OVININIELL IV" m, q' L TE7 Ii IN AOWI6Nrl H AL ! A GFDTIUMILE TAM TO BE 191"AUD LeWI ALL E7T0= G0NTA0. YiQE N ACMIDAWM all TK VXCFICATOO. A• A _ OUNI[R Or o1RUAR L\LVOR OR PAN ►011 �(, [Llf'RAl OR AAOH CIA1rMR. H • 111IMUR OF Ok111fi CULVERT OR IQ€ st FOI III ELlPW.& OR ARM g111.1 , OLN[ 711"1 RCTION END" 011 PIJ16 on role UzKolt.RDTTab TEM'IN AND B&rli OR CIANIC, i1ATCN niiiiiin PER OR INTN11k GlloilJi 1 eN.Dn"H V. CLAIM I T Gin A !' STONE FOR EROSION CONTROL YN PIA ULPAR"ART OF TRANSPORTATOO FIRM '.ltlntlral ba[;kdll see note) control (elect dill note) STANDARD genera( backfill (see note) e' 24, select backtdl ore note) L 6' 1:2 0 D. L 61 concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE To be cornpactyd to 95% u/ ASTM D698 Inaxirnu,ri density TRENCH & BEDDING Figure 1 general baCkfill CONCRETE ARCH I ' d,a scheduie 40 steel „see filled with concrete I j Rn(1 perderl yellow i 2' 18, do °. concrete anCastnnc�'• BOLLARD DETAIL FIRE HYDRANT ASSEMBLY Figure 9 r 6 deep locator marker Cha iCai it swsvw tee T 6' branch elect Jill nuts) 2nD select dill Hofer SHAPF Tn FIFVA-I)V OF MC -jq OF LARc=ST rs1iE I I I I I v :PE TO DRAIN -0 WvERI OF OUTLET PIPE CTION .A -A IF TREATMENT IN DROP INLET AIR: EVCO•JN TERE7 r-- SLUPE TO DRAIN to VVLMI W NOTES OUTIET PIPE n AP7rG OF M E AN) INLET INVE•T$ N ACCORDANCE WITH AM1QL l45 IDRA10i IS to A111MY TO -LADS_ TRUC TI,IRES SPECIFIED 1 ON PILANS .R WKAIE INVERT OF PPE 6 ABOVE INVERT OF J STRWCTVRE, i I M.W40LE ON DROP III 15 TO BE FORMED AND CONSTRUCTEp I �// // + • 1't `-'� W AC.CORCAfli wTh APPLICABLE STANDARD DR SPECIAL DRAWING. THE Ili SHAPNG AS DETAILED KREON 15 TO CC\WT OF A PORTlLANO 'EMENT CONCR't_ MIX COWFORMNG TO CLASS A3 OR f f f r /� •3C r( CLASS CI.EML=PT THAT 251 JF COARSE AGCREGATE um BE ,+ BR W f" N RE TE TER Mt f.:N CON E ST -OC -HEN BRICK, BROKEN CONCRETE 0(t SROKEN CONCRETE 8_GCK -HE SURFACE \ • I { r I "�� `. �.r OFATI 84 LEFT Sv0RE TE MEANS E HAVE TROw_LLWG. NONE OF rn1E COARSE AGGREGATE 5-uLL REMAIN EXPOSED. ClETASLS OF WV'RT SHAP*,C AS SHCwN HEREON AR_ FOR EKAwPLE Ptu�RRPp�1p0S'S ONLY EACH MANHOLE OR DROP mET IS TU BE SHAPED NDIVDIALLY TO 13CST IT T E PARTICULAR I'ILCT MID OUTLET CONr11OURATiOh ANO FLOW LILACS. � SECTION B-B PLAN NETHO) 0= TREATMENT IN NANHC_LS STANDARD METHOD OF SHAPING VANHO-E & INLET INVERTS VIRGAaA DEPA;Z"VENT O' TRANSPORIATKTN T ----. TG6.oe top Of manrok; at grade in pavement areas urseF.e o'herwrse duetted I' (top nI'./11 In. RBI 24' non_ .-dawn gratin In eantMnenl araasl uI-ro sk A Levi b it -- --_------ �T - . wrap al..x real shrinkable sheet IWra ckSk"by CANUSAI 4 bolt& (3�4 ola l aalueerte t rings tit mat) conc,Me ASTh4C-150 - t 4000 rm .. �7 a IS. Ityp I - nl'JfMRr 301 1natirw 4rhitid between joints and on eaten stet, of plots name Rre 'O lie :usaled vntn'0 'IN paskef _- va sU1e — P.,ki t - Irvor chenr•nI to provided 3'-U min It smooth aarsitcInto- •nor.. om,'or an connections ". 4' err tap of growl twllpn M 1 bei,rn wall Rayne mann�le to form D .^ stay as top of 'hannal Pipe 6 Ixbd,ng stow T .r 'i, �C t X• .,c �' S `fit•• N01 tS I Manhole Re:UOnA !Hall have an entefelal IXretung of approved Ununtas6c wale, andng pilot to Instektlon. 2 It as P;smo l o evahan exceeds twin inches use oon cteto adjustment rings with a exterior aoabng of 6itunr`"uc water aooli 3 F na1 dupe adl isfrrwrit of manhole.'ramu may be by shirts and ,inn shook grout 4 Sklc pad M Ue placed Hound manholes located Io snaAders of made 6 F m 1;,p rasing shal tH• used nn Mallow r h,gc ;F It r�, i— nslaNMnns STANDARD MANHOLE Figure 12 SDR 35 sp.9o' SDR 35 spigot b)' gaskelea by SDR 221, R bell 45 send / geslieted toes Ilea note) / adapter SDR 21 SDR 35 B'Y4 9ask stet pipe gaskeled bail and livings ar' Wye ;see note) u. , ll, pwpeT, low treated 21 4 with too 6 pairded 4r Pros a' 2 00°A green mmtniLm grade Note: If top of main is greater than 15 ft deep use heavy wall SDP 35 ax'crwLl cradle d top of nlarrlis greater Than 15 deep sI GRAVITY SEWER'SERVICE LATERAL Figure 15 METER BOX and COVER METER SIZE METER BOX 'AETER BOX COVER 5'8 ,3H° v 3r4 16 In Dark. Traffic M32c PAV T 1HIhc A32MA - I t' 24 pl old Non Traffic 1AC30 Front WITH RML-1 T (Tap Lid) Traflfc MC-30 (I'mmel WITH RML 12 -T !Top Udl treated 2N 4' with op 6 pathli blue maker cover set 2' aww! .atlas as r 1 n grade pnor . egJred to sodrllrlg 1 nrpolaeon 184^ Nob 3 stone battling'.&ter by F.C.S ,note, hu. "wo.lnd ng bon I 38' min an i chock -No w'h did,)valve u type K capper tubing. c/XmrxAw - 11 without Cx Iran \ .: n.r m.i•. tram Iam eter \ Ir store bedding METER SETTING PARTS dry ralyg wM)e. c _ Y�I . EAg9 22 I.1 1 32�- EG 2 ; CuAf d gut'..' 6 C64. 4 Strc,.' r bp3 A91323W H A9/ EC-23 084 34 & 434 I 1' 04 RA94-4A-IW HHCA64 444 TV EG4 - r k, INSTALLATION NOTES adcwal. 1 Exi i k, atlt.n of •Ietm 1.•u. R,rrenhry to be approved prof fn irs-altaflor 2 Wets seVice crossing sheet stall be ercaacxl in 3 as SCH40 PVC; of SDR': 1 piping The piling shel run from Ofie lea beyond a dewal'a. acf,• sa the siraei to one foci cavord efdew.lk 1 X 1 TEE (Tc44-444; DUAL METER INSTALLATION 5/8"x3/4", 3/4" & 1" METER INSTALLATION Figure 5 Prune codarninort kades - _� _ r DO NOT prune terreiral leader of branch tips J Prune rubbing of !'foss branches DO 401 stoke of wrap (rink unless necessary Remove all togs and bbeh Cut away nN baling ropes Remove lop of wire basket Widen and scare hole w011 Remove container and rut Circling _- Leone said sal pedestal - do roots it coldaner-gown, or as much not dig deeper Ihon Doll depth burbp us possibe if field gown LD'q hole 2-3 times root bail width = PLANS DUAL M Vale Pr One narrow clolch orngtes and rote! spouts Prune broken broaches Prune sucifers 2'-3' mulch kept away from trunk Soil well t0 coMon water -UW1k1CtAED bockfil soil -Partially Iwekfil, water to settle sal, Brush bockflling Area for voter drainage cn Cn z z w w O O O 63 U U Z Z Q Q IZ � w w d Cl- CD r ctl_ CK k 0 ZIN 1 k_ LZi SCALE: No Scale DRAWN BY: S.A.A PROJECT NO. DATE: 0710�0 7 SHEET 5 of 5 P r , a - - T ✓ { a f (01. 4 1 -GENERAL CONSTRUCTION NO' S contractor' shall furnish all materials, lobes and equipment and perform all dada including restarotion for the RECEIVED completed insto1latlon of the utility systems and all other improvements shown or implied as necessary for the ' earn toted facility reedy far use: Unless otherwis® noted, s .eadfrcations for all work to be in accardanCe with pp p_ applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia NOV 2001 Department of Health, Frederick County, and the contract documents. d 2, The en ineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. s The contractor shall exercise care in this work so as to avoid damage to a utilities. Any damage shell be the F PLANNINGiDFVELO M - P Fr, contrgctor s responsibdr , The contractor shall notify all utility companies 7T hours prior to construction. Call Miss Q Utility 1•=dt3Q-Z57-- .�nT P 3, lire contractor shall be responsible for all construction stakeout All dimensions, elevations and locations shall be verified in the field by eachcontractorprior to beginningg the work. The Engineer swill approve all cut sheets. 4. An�y unusual subsurface conditions encountered during tFe curse of the work shall be immediately brought to the ¢ttention of the Engineer and or the Owner. 5. Contractor to obtain, at his expense, all perms .required of this work and shall faithfully- adhere to the permit - • -' conditions imposed. 6. All grading for improvements to be confined to the project area. Any aorta performed offsite is the Contractors RESPONSIBLE LAND DISTURBER: 66 _ E 7.9 Cutsheets shall be submitted to t P y k he En ineer ifor approval prior to,nrdering structures and start of constnrction. All cutsheets should'shov existing ground elevations at centerline of utility, structure or road, and offset hub elevation. NAME: f RECERICK COUNTY SANITATION AUTHORITY 1, Water and saner 6fa are to be constructed in accordance dth these plans. The g,i' shag additionally meet CERTIFICATION all iiu!Ternerh of the Frederick Coup� Sanitation Authority. , 2. The cantrectar shaft caard:nate ul , and arrange for ii tion by, the Aufhority. ® a 3. Hart locations of aver and seder mrAces an new lines are to be coardinnated the Authority's inspector. , � DATE: 4. the Sanitation Avthavity's maintenarme department is n�parisible for the installation of uater meters thraugh 2° in ® _ s Edam a permanent meter is set thep requue. t the frame and be p W* afigned with its meter box and ych bar, 2) tha frame and, cover be set to the P I 4rade of tits 3 distance between the top of the cover and the yoke liar be be1Bw 1$ and 21 iiicbes, and THE RESPONSIBLE LAND DISTURBER all aantpanents of the be bon assembly to be in proper working order. It b the developer's contractor s responsibs to hay �e � box aase►nbly instaged '. I S THAT PARTY RESPONSIBLE FOR 5. far water and sewer sere m that connect to existing gna CARRYING OUT- THE LAND DISTURBING 11r serrocemrrb ribs mesa lease s orbs wa I d h e a is en a umrsfi an irtst application �e � ��`� °�' � PP' , 0 5 6 , 3 4 and 1 c F r 1-1 2° Arid service g make to and brin . i QQ �g� q��y�y P 9 th tide ; line. e wr is �a famish a. stall at dau r a ° rid Prt m er t assemblg® f ° ' ` sa'i • � , ,, �, � : t -1 ;a , g' , p Auth p in3ta11 titer �,, ,. e m , d The Authority will irt;fits tall ag riser laterals. ° ' ` r ry q5 p: ' o v E. When artst;ng water mdaa tapped for the installation of a naa line " ` ' �" } . . ACTIVITY AS SET FORTH IN 1 HE a The A itha R shoes 'wh all labor usb 1 matte � ��,� _ •. �_ � � � 9 and materials to make the b) The date /contractor n ) a {� r i , rf PLANS. p tip per n° a p",rattan for the tap, (2 pay deposit (before cork begifls� (3) mark the lacaiion a1 the tap (4) make filnal paymerit r' pp iA aFien the wont is cotr�p'.eted. 7. The contractor shall. tie-Jh a no line to an existing monhae care drilling the manhale. IL, Any gater wvice gna must have a double heck valve or RPZ cltifoa prevention a einbfy, as required, installai. ,' The asswrtb shag 'maot /SSE standard R0. 1015 or 1013. A remote readout is required. r. s, , g, .A1 foe inns shall have a detector double check �lwe �ddlaw prevention assembly ar a �Z bac�le>a prevention a -, .e °'� `t4 � ,t t ' � "' , , aSSeT MY as regiured. The assanbly shall mein ASSI_ standard h"0. i N or 1047. A remote readout is ►equirW. EROSION COUO�, i 1, t'. Aland Disturbance Parmrt will be required near to initiating on sets work. This emit can be obtained from e n a Frederick, County.e9 P 9 y Pe �t u• A e „{ 2, Temporary and permanent erosion central structures and methods to be in accordance with the Virginia e F ?tlsrt C r Erosion antral Ga..idelines and local ordinances and to be utilized during the construction penal. 3. All erosion control structures shoran or as reqmired during construction shall be continuously maintained yX.. ' "� °'-;-ate ^,,3' ° � throughout the period in which areas are denuded< Areas shown to be surfaced are to have stone boss installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days rµ•.y° when construction is not in Progress.. ' 4• Contractor to clean up and restate disturbed areas immediately upon completion of Pipe -laying in the affected area. - Pr g: .g . . . , -. ° . n i ., y ✓ _y wzgg y^� , , r :, ws -43 vi�y • 5. A![ unpaved areas of the site which are disturbed by this construction shall be provided with 4 topsoil, _ ° _ d ;n fertilized, seeded, compacted and mulched. Seed bed to be watered and cared' for as necessaryto provide a a: ' a ° '° . ; " a '° r v k:j �, " SHE j�f�� /}�J '� jjj��� good lawn quality gross cover. Areas. not graded shall be disced, leveled and seeded to achievlawconditions, � �� • �F , • .h ,, � ¢r' ,F 1 � - ' f E RESCUE !,.. 'Ai^'G , yq°e.:: '� ya'a��...: i• y4e•"- v t �.;•. ti. „ .. gr. �. .: � ;. , - ,:. . , .. � • • `� ',.,, , ' % :, ,'� ,. . - � .. { . • . f .+.vein ' a , ,I , •,a 'a {- '",'', : ." '.;,,' j! f { 1, Burning of loud cleans debris requires a rirnit from the County Fire Marshall. Burning of construction debris on site a- , v; , - a ,., , . :• r a Is rahipltera. 4r i 1 COVER SHEET P. 4 9Pe ty g . �'' - , °,",. �' - a D 'tc . } .. .. •. Y ' ' .i,• a fh. _ }, . , s tl a �:. a1ay :` x _.:. , �. ..'``T '�' 2. Access for emergency vehicles must be maintiained at all tidies Brang construction. Temporary street signs must be anted as construction begins. Contractor must ensure that paled vehicles do not impede access to fire , ".� ti �r" Y P P P .x b ,, ° „ . 's` t DEVELOPMENT PLAN h drant& Fire Hydrants are not to be 'obstructed at an time. a , t 2 SITE DEV 0 ;;- . .. V I DEPARTMENT ANS RTA ON iOF TR TI .TE �_ _'.��: "�' . ,� ,��'• �N IRG N PO s r t,�' EL - [�: 4 , r , ��`° c r v. _. - y. ,:. t' 0�. n'�syi ,..«'u Y �'.m"S._ �w aa77 p,,�t1 All rk o h' ect Shall' rdorm tot ®atest soli' ins of a !fr into De rtm nt of Trans rtatian OT , � � 1. O E' 'J ¢ • a°_ ?, i . e t• I wo n t is p_j co h l t� th g e po (VD) j�� a 3 GRADING EROSION CONTROL LANDSCAPING PLAN Erosion pa 1 _ , Road and Bridge ecificattons, and Standards, The Vi imo Erosion and Sediment Control Regulations and any other x '.'` , - ,` ' 9 SP , . r9 9 state, federal' or local regulations applicable. In the event of conflict between any of these standards, specifications or lane, Elie most 9tfSn ent shall govern. b' �;.; ;, -, ,r 3 r ,.ter, ° tr. s 1 _ r�, o, f u`u 4`' ` ^� Y� -a P. g 9 rile •2• All construction ,shall comply with the latest U.S. Department of Labor Occupational Safety& Health Administration Rules eg 1�tea s. -•: r .. �•, ° 4 PROFILES and VOSN es dt R u a n � . _ ,� _ � P �, , $ ,,,:,.a , , , ., 'w^ 'w. t. ;'rue f *a ra Y :r , t I r c t b in accordance b d. °, • 3. When working an 1/�T right,-of-way,all roffc contra whether pa monent or temporary, era sal a ac c � : ��`- ,: " '��, °„° A � -�' g ,, fW „ .. ,, 5. fy, h "^ x, X A ^�i .A o... S' �m�`�. �� '._ C tom, 5 with the current edition fwork are rotection manual. Furth rmore all tmff a control fla a must be a p MISCELLANEOUS DETAILS Yi a went ed a V R1 ry Y �,.. !<. a p �' , 1 , 99 r9 ..y ',' ,. <s, �.% � :r r>*,. c. : sa �. •., ',,�d � ',. e 3� e'.'. sav 7' � ¢ss "x' � � � i 4 t eon` RodBridge ecif cations Section certified an accbrdanca with VOOT s' January, 199 (o totes edit of) o & Specifications, , S 'N, . "",„g ,rr , - " _-. ` "*,.-a r t� �, a ;, . •m' - xis , �;. � . -r ,"� ' � ,; ., F� .� �.'' rr�r� >L.�,eh>,,,. �'s•t3' f,• n _ 4' rP� � '. d" ; o r 11 responsible for elocatin at i expense, an and all utilities including traffic signal 4. The, devel pe she be resp ib e o r his P , , ..y locating, oles unction boxes, controllers etc. ooned V.D.O.T. or rivate utilit corn an . It is the sole res onsibili of ' r 1 � � . p y P y . P 'y pp bb�y the eveloper to locate and idea utility foolities or items which may be in cc with theproposed construction tY y :; : � .'f � � ,; .�` ' pµ, -- �o - . , ��, o � : ��� �. 1 Q� . ya•� �:., r . 3 actmty. V.D.O.T approval of, these plans does not relieve the. developer of this ►espansibilrtyy. _r i` a y 4 -RP � ��+,.. � :,+, ad'P ot_. a�- r`':. .`�'-�a,! •, ary�i -, � ,�k.. to `.,� �,,, �, -�� at,, 5, esi features tooth on gn r to - ulption, control and of of tr ffic trio �ubject to change - a'' as ei necessary a lane ett a m¢urred as a resu a an Tel revisao Wi{ y P yf responsibility of the developer,.� 4" responsibility a. 5. Prior to rnitPabon yof work, Contractor shall 'be responsible for acquiring all necessary VDOT land use permits for yjy 2 a a h p., 0 1`' q' ♦ a h "� { j r t :«F d! kiW7 ^ k4 n v� rk on VDOT right ' t " n' •ram - al ,�j roe ° n n...9a r..;'�^ u` r q., e s 7 -i°3 i�,a � ,.: ,F F �•%'��d� i Y a. If require by the local VOOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VOOT.r°,� rigs o initio`o of work 9 , „ :_L a, ,. ,° p' a ebN 4 n t b . - a t � n r ... , µall s r-...- .' .,� ° ,'Mt,�"' C,'�..,�. ,,° a,.. +�', "a' g,• , r, {�.. ; ° :Y+: "�b"9 'e - o-: - ,,t' ' t.�4,"'y,-.. �.,fA, °'r d'�.•,�,.c:'�` L„ ^w.. .:.d _;.. . � i' o •*.r,. � r^ - . � J pp u. . '},,+,t,..:.. e, Contra shall note the local VDOT Residency Office vahen work is to be in ar cease fora undetermined • � , ,. � � pm .�,, > a.��e�i,�,�••€�,a,_; =a�:'� }c s..ax, r•� �,k$xr� � 4,y d ••.`� length, of time. VDOT w also require 46 hours notice for an Inspection. , � f ° P 9. The Contractor will be responsible for maintaining adequate access to theproject from the adjacent public rood � • q 1. P. svaSedthrow h construcbon and maintenance of a construction entrance in accordance with the �rAt a Erosions 4 = r.:� a,^ .. ' << i y. :--" m' . �= - C ral Handbook, 3.02. Furthermore, access to other ro rtias affected this o ect shall be 4 a -0 j� • �, i° p # y' • '' P.Pe b% Pr i M �. < b -. .t �,.i 5 ���', t°`9k''Pc �,,r�.c�" k�. -ra Ee . .,� ,.Sx r.Y- main ain hrou h construction. The Developer shall have, within the limits of the project, an ern �o ee ;, 4p d t df . ,A £ ,tr ;gin H, �..,.:a _ m .n ; r ;s?'�.,„ p y '�„�+`• • , , ` 46 r r ago.•;'r.> 3+r' �J, , ° �+ss ,/°6 , ` �,. , k ,.t• , +c'lilt' f. q .a+ f. a °. q r {. certified by the artmept of Conse -mien and Recreation in Erasion and Sediment `Control w a shall ,;.r, a :.. ° a " " � �,; vices and measures for ro er installation and deficiencies immeatiatel " n "''u' `- `' a `; ' aaner a erosion and siltation control d p p y Printed from TOPOI C 19918 1dfiower tlGt�0ns �'�11TVii.tO 0.00Y71 after each roinfdll, at least daily during prolonged rainfall, and sleekly when no rainfall event occurs. p ) OWNER/ 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of ° �.� �F construction. 11. All water and ;Sesser lines within. existing or proposed VOOT right-of-tvay are to have minimum 36° cover and, BANK OF C LAR K E COUNTY when possible, to be installed under roadway drain a facilities aE conflict points. p % c 12. Any unuuual subsurface conditions encountered wring the course of construction shall be immediotady brought to 2 Ea MAIN STREET BEET 7 74qk �° the attention of the engineer and VDOT, Work shoji cease in that vicinity anti{ on, adequate design can tie' determined LOCA � AF DdaXIID �, atISLp Kv:, 11R,. 4 , by the engineer and approved by V.D•O,T. SCALE: t 2000' �ERRYVILLE VIIGINIA 22611 71 No. a2as�� - 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VOOT Inspector prior to placement P �3 � Of fill, Where CBR 'testingg is required a V.D O.T representalive . shall be present to ensure the sample obtained �j {� q � � ��r#i �? a presentative of a Tea a o , h 'n sal so lee are sub[n', to p ' {e lobratories fart g the om I P t l a - 540 " 5 5 - 25 tl 0 t` sh I be eon identified and �abeledn as belonn to o project cahich t l�be accepted by V. and teat®ing cv conducted according: to applicable VA, .� standards, <. t 'P 14. All roadVoayY fill, base, subsurface material and �backf1l of util' //storm server trenches shall be compacted in 6° h �s "t s lifts to 95% of`theoretical maximum ,density as determined by Ai fiT0 'C 99 Method A, within plus' or minus 22 of ��� ;eo i't jVED a A optimum moisture far -the full width of any dedicated street ri lit -of -way. At the direction of VDOT Inspector ff q j' y p�'P • y Py 9 P agency P VOOT PP7 density tests performed b a qualified independent a en she be conducted as required In the VDOT Raad area Bridge S ricatrons. A ca of all tests shawll be°submitted. to VDOT riot to final OT approval. .m•�'''' 15. VOOT Standard.CD and UD underdrains shall be installed where indicated on 'these plans and further where determined necessary by `VDOT Inspector. 16. The installation, of any entrances and mailboxes within any dedicated: street right-•of-wqy shall meet VDOT minimum design standards and is the developers responsibility: ® Approved by Frederick County Zoning Administrator 97. Prior to acceptance hy �V�DOT of, any streets, any required street signagge and/or pavement, markings must be installed AL by the developer pt at VOOT's discretion, by VDOT on on account receivable basis. Stop signs shall be thirty (30) inches tall _ e� with high, intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum 9 Of four (4) feet from the edge of pavement, Sign. Posts shell be of a type found on V.D.O.T.'s approved list A copy of this list may be obtained from the District Material Section. Contact the local V.0:0.T. residency office with any questions regarding sign material and placement. 16. The' developer must provide to the local V.D.O.T. office a fist of all material sources prior to construction. Copies of all invoices Site Plan Approval Valid for 5 Years Frorn Date Shown Hence Date for materials within any dedicated street right of way must be provided to the local V.D,O.T. residency office prior to acceptance of Engineers ® E��C ������,�i�t� the work.' Unite and total prices may be obscured. U a i U U 19. Aggregate bases and sub -bases shall be placed .on the sub -grade by means of o mechanical spreader. Density gill be determined r using the density control strip as specified in V.D.O,T's Rood and Brides Spacifications (Section 304) and �_10. A certified �� E. �I������� Suite r��® Compaction technician shall perform:' these tests. A certified copy of the test results shall be provided to the Residency Office, In 150-C OWe Greenwich Dr. y construction and testing of, the density' contrail strip. and given the opportunity to be present during the Fredericksburg, Virginia 22 Winchester, Virginia 22601 addition to checking stow depths, a V.D.O,T. representative shall be notified 20. Asphalt concrete pavement shalt be placed in accordance with the latest edition of V.0.O.T.'s Road and Bridge Spceificotions PHONE- ® 98,o 115 PHONE: ( ) 7-2139 ° ° (Sectkm 315), Density will be determined using density control strip as specified in Section 315 and VTM'-76. A certified compaction d r t r ° technician shall perform these. tests. A certified co of the test` results shall be provided to the Residency Office. In F ( ) 6 m® 3 P copy P � y � Q � ��2� addition to checking store depths, a V.D.O.T, representative shall be noted and given the opportunity to be present during the construction and testing of the density contra)� p. 21. Approval of these plans shall expire. Three °I years from the date of the approval letter. t 22. CG-12 Curb Romps (Persons, with mobility improements) should be constructed at locations shoran on the plan sheets or as directed by the V.D.O.T Engineer/ Inspector: �mm-M-ME PLANTING SCHEDULE `Q ck�Q Q Q 48.0' TAPER ca PROP05ED BUILVIN6 517E FOR THE BANK OF GL.AKKE COUNTY Q Q J J C/-) C/-)QQ 50. 00' 62.00 ' _ GRASS AREA `- 9.5 ' 3 P7.00' CG-1 WITH REVERSE�� -GRASS AREA ~"-- GUTTER SLOPE CRAM / v00T CG- 7 SIDEwAUC f EX. PVMT. J L REMOVE CONC. 2" SM-2A Ex. GRADE DITCH TO HERE 8"21-8 w STIR #4 SECTION A ROAD wtDENING SECTION � W COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY PIN OAK 2" CAL. 0 6" HIGH AS SHOWN 5 a RED MAPLE 2" CAL, 0 6" HIGH AS SHOWN 5 FLOWERING DOGWOOD 2" CAL. ® 6" HIGH AS SHOWN 4 HETZ HOLLY 36" HEIGHT 5'-0" O.C. 77261 R20' �INV. I1\4=813.20 SEE SHEET s STUB FOR FUTURE IT IS THE INTENT OF THIS PI.N. 42-4—A / �. � `� � C�� CONNECTION W, H. EMMART �c SONS, lNC - � ,T~ c� '.PLAN TO PROVIDE STORM (� ���,� PROPOSED PEDESTAL SIGN CONNECTIONS FOR THE D. S. JOJ. PG• 4JO c, ADJACENT SITE. ZONING B2 SET 10 (MIN.) FORM USE COMMERCIAL o � PROPERTY LINE MAX. AREA 150 SQ. FT, MAX. HEIGHT 35' R20;,v, 4 4 STOP SIGN JO 0 LEFTONE WAY SIGN P l N 42—A —196A TURN SIGN HA RR Y K. BENHA M % a 7.5' W.B.. J2, PC. 288 v� �a ��) DO NOT ENTER ZONING' 52 R5.0 SIGN 5' PARKING SETBACK USE COMMERCIAL 130- 22.00' 08,: P, 1. N. 42—A — I98G v 1." COPPER W/ T M TER cn Z 0 o p J —j Q Q r E5 wwQ o� d. Li I— C� li O — W W LAJ 4J p cncncnv)I.j W W W W Ofcl-_ cr� r"-� a o 0 0 0 0004NCDM Q O c-'j O • - 0 o (7) CD QO r- C� m a r; cp .� 0) r F ZONING. 92 (BY OTHERS) ao .2t� ' `� �' <'2 A RE.A 8" 80 A CRES P. / N. 42 — A —198C ,�' a •" �11 �� 26, USE: VA CAN T � ,as Q ZONING. B2 w CG-6 NO RIGHT Q SS� w AREA. 8.80 ACRES co h. 'qT / 70 - 4 PVC SDR 3 .0% 3 w R 1 TURN SIG / M 5©2 USE' VA CANT m / T INV. OUT=811.87 FLAC,POLE v F- • ' Q 6 , PROVIDE TEMPORARY PLUG PROP. SEWER MANHOLE o� v �ti FIRE LANE L'- RIM= 818.25 0) 15. Z' h INV. OUT- 809.60(8") p0, 0 O / ;� °'" \° <o� @ INV. IN= 81 0.47(4") a %� ACCESS ROAD AND WATERMAIN BY OTHERS DRIVEWAY ti 1<� 2201 IS REQUIRED TO OPEN DRIVE-THRU FACILITY. -� �� \'.2 20$ SEWER F.H. ASSY. (BY OTHER'S) "d J 5 SIDEWALK EASEMEy' ' 2•5 3632 S. F. TO BE w lb*�� o _,--SrR #5, D �� �. 3/4 ACQUIRED BY THE j loe o � as I. STIR #6 DI-3B �%/ ., _ w� �iRIM=81U.71) -"12 WATER DEVELOPER 0) �� / RIM=81 1.90' L=12-1 .O"� / �� CG 12 �, i METER (4Z) 17. OTH 11b. CG_ 1 2 ,`O 9Q.�/� �,T, (BY ER81 1 INV. OUT = 81 1.00 �� I b L1 R57' c� O co, C-1 REQUIRED / *� 1` W �11/b 0 STR 3 OI -1 /,�2 0 1�O 4MEW U RI-815.30sFR 4 /� bA It>u. < M i R?0' � n I A . R E1E� N EL E C 3 Z 0 Z / A �� R37' �� RELOC D STIR 1 D 3A rE�� _ g_�_-�! , o N Q W z T IM= 1 =4 / x coo cnW- W i - 8' PVC SDR 2 �/ W . } �. TEMPORARY 1 / c , �� R 12.5 �- ��0 �`� C2 DO ")EWER PLU — _ / R;20�-4��r` INV.-808.44 Wwo0 ^� P SIG 1 R12.5 C 80.o0' . EX. TREE AbD ASSOCIATED LtG1=t IRRIGATION TO BE f s� RELOCATED TO AREA SHOWN ►� O � ---- --- EX. 120,-8„ SDR-35 PVC @ 3,20% "�`.' (8C".O?'}_ EX. SAN. MH is 'INI� p� r P, I. N. 42 — 98G = TOP 814 50 CU, , (61,K }- . f� " ZONING B2 / EX. INV=803.88 O q AREA. 8.80 ACRES INV IN=804.60 ,tr _« ti �; .I;;� Ic. . SEWER _. ` if �f"/ � y�lle 1 EX 8" SAN (T`r'P.) W - SCALE 1 "=20' EX. M1. _ TOP=81 1.00 .._ _... _ OF'--8 z 7 [BRAWN BY:S.A.A. FIN,42—A-198H ---_ INV I N 8 0 6 10 PR0JECT No. ZONING: B2 ..� _ � � Nv ;N -� � ��. OB. 904, PG. 92� - _Lwv ouT—Sob"oo Gi9.4PH/CSC.4LE INV O'1_,T:�_8 � - 20 10 0 20 40 DATE 07 _Z101 MPN REAL T K, INC. USE RESIDEN TIAL ,N FE£7SHEET 2 of- 5 1 inch = 20 ft. ES 1 / STR #7 INV. IN=81 3.40' INV. 1=�08.82 Si UB FOR FUTUR / \ CONNECTI 1� (b Q), 814. 817.68 co A �/ 00 do STIR #6 DI M=81 1 .90' L=1 IP 00 A EX. ES-1 OINV. IN=807.20 EX. 32.00'-24" RCP@5.94% A EX. DI-313 M=8/5 TOP=810.0,0 / INV. IN=805.30 INV. OUT=805.2/6 % EM. 43.79'- VCP@ 1 .00% i / /� /6X. DI-3B - r J EX. 2V00'-24" RCP@ 1 .00% -% EX.ND OUTLET I EX. ES-1 \ I INV. OUT=804.38 IT IS THE INTENT OF THIS / PLAN TO PROVIDE STORM CONNECTIONS FOR THE REMOVE CONC. ADJACENT / DITCH TO HERE RIP RAP TRANSITION / ALL SPOT ELEVATIONS / FROM CONCRETE DITCH / ARE FOR TOP OF CURB UNLESS OTHERWISE SPECIF CO a- STR #4 INV. 1N=81 3.20' STUB FOR FUTURE CONNECTION 818.20 v`818.40 / 818.7 \ 0 \ '8119.65 DA \� 8 05 I o \� \ PAVEMENT \8 X818.67 19.25 195 141 \ + .11.1Z,- z 4 PCP@0. EX. ES-1 INV. OUT=807.50 - LA. I LV -0 Z)UtK-,}D PVC @ .3.20% EX. SAN. MH TOP=814.50 EX. INV=803.88 INV. IN=804.60 1 1 I 1 FOR ACCESS ROAD ' DETAILS SEE PLANS r / BY OTHERS INV. OUT = 811.00 E('-1 REOUIRED �W=5', L=5' E -� t4V. IN=810.0 Gi9,4PH/C SCALE 20 �L 0 20 4 L"� IN FEET 1 inch = 20 ft. �=> EX. 60'-36" PP@0.83% EX. 12 III,,, M APPROX. LOCATION \ ,`\ 4 3 6.6 5' - 3 6 " C P P @ 1_26% / EX. ----------------- J 1 -____ I TOP=811.00 _` `` -------- \ �� INV I N = 80 6.1 ` f n V OUT=806i.00 `��� - -- - - n � ,21� TC , T( 1' TC 16.2 -T BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER WIRE SCREEN CONCRETE BLOCII, GRAVEL FILTER WIRE S�REEN I- FILTERED WATER :���ti� 1rr°'I ►e��i1�� ♦ � i rbl /b r a. � � t. eri:���►�+. � ma's ��� �i, �.t r�S OVERFLOW RUNOFF WITH ....... SEDIMENT `-DROP INLET HIM WITH GATE " SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. ' GRAVEL SHALL BE VDOT M3, N357 OR #5 COARSE AGGREGATE. CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS - TRENCH UPSLOPE ALONG THE LINE OF POSTS. �p I1 a I I PLOW 3. ATTACH THE FILTER FAI IIC TO THE WIRE FENCE AND EXTEND IT INITO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL.. �f . FLOW G BDUFXL- Ade Iram bmiA 1 Um of Am and Febnc FMter Whem for &-Wm=L Ca1lro1, PLATE 3.05-1 SOURCE: VA DSWC PLATE. 3.07-3 Nod I1} LEGEND E)0SSTK STORM DRAINAGE & STRUCTURE - PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & GUTTER DRAINAGE FLOW - EXISTING GRADE _ - PROPOSED GRADE PROPOSED EASEMENT AREA PROPOSED SILT FENCE (REINFORCED) SF CONSTRUCTION ENTRANCE RIP RAP CHANNEL LINING SILT FENCE INLET PROTECTION CG-6 (REV. GUTTER) - - - - -- STONE CONSTRUCTION ENTRANCE 70' MIN EXISTING A: 3' PAVEMENT 1 1 1 S'1 FILTER CLOTH 6- MIN.I A' MOUNTABLE BERM OPTIONAL SIDE ELEVATION - EXISTING GPOUND 70' MIN. T B VASHRACK 10, MIN. 12MIN .• ,I� o MIN S EXISTING PAVEMENT ' ~` VDOT al ! I POSITIVE DRAINAGE 10' MIN. CLURSE AGGREGATE TO SEDIMENT g TRAPPING DEVICE I • MUST EXTEND FULL WIIDTH OF INGRESS AND EGRESS AN LAN VIEW PL 2 MIN, 3" MIN. -- - 3" MIN. FILTER CLOTH --,--, SECTION A -A 6.-7` REINFORCED CONCRETE DRAIN SPACE SECTION B-B SOURCE: ADAPTED from 1983Wand Siondords for Soil, erosion and Sdintill Conlrol, and Va. DSWC Plate 3.02-t GRA VEL CURB INLET SEDIMENT FILTER GRAVEL FILTER 12" kUNOFF WATER •1 WIRE MESH FILTERED WATER tai 3 I = ►,�_'�!� n �( IIIII 'IIIII Iliiil Ilia SEDIMENT CONCRETE GUTTER 2" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDINC IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS, • GRAVEL SHALL BE VDOT p3. #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07- 0 QaQ L:� 3 � mIQQ¢ cn v� z z W LiJ W Z OU C� � �- zz> W W Q Q � ���� 0 0 0 c`-'n c`-`i-> cwn �� S o o Co Ln cc Q ac"r-o 0 o 0 (Z) Z emi '� . QID sa LL > oCIO 1J1 m 3 o� f70 tL C J � !• • K O co 3 0 yC,'4M W� wPI J It>ILW tt< J A 3 Z OwZ� t>: O w I.�.O C7 Lt.. 2 J v v 0 SCALE 1 "=20' DRAWN BY: /I. A. PROJECT NO. DATE: 07/02101 SHEET 3 of 5 C O, 3 O ♦ io is A .41 :1 A . • .. 4 ..A I ♦ ♦ A A A • _I TM boRom of the curb and -- �gulter may be constructed pora6al to the slops of suD- F---B" 2'-0. surface courses provided a minimum depth of 7" is This area may be conCrtle moinfoened of the option of the contractor This curb in to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or Note Comb curb a putter tiavhg a rolifus less in developed urban 81 suburban at 300' or (tool less (too face of arty) shill areas. be paid for as radial combination curb B gutter This item may be precast or cost in place Concrete to be Gass A3 it rail in place, 4000 PSI A precast. REFERENCEis COMBINATION 6° CURB a GUTTER 105 VIRGINIA DEPARTMENT 502 0/ TRANSPORTATION In V i. _1 . _ .e' •A- A . A .. 11 y �' is .. The bottom of the curb and - --� gutter may be constructed porolletto the slope of sub- -'7"".'.-__.,�e____ surface courses provided a minimum depth of 7" is maintained. This oleo may be concrete , al the option of the controclos, This curb shall be used when design When combination rnwntmie curb and gutter Is speed Is greater than 40 MPHon used, the Standard Entrance Gullers or Standard Hole' Comb curb 8 gutter having a radius Rural highways and 45 MPH in Connection for Street Intersections ore to have of 300 or less (olong face of curb) shoe developed Urban and Suburban the mourllabk curb configuration incorporated be gold for as radial combination curb 9 arson. gutter When true, slandad is be bed into ertsling This deco may be precast or cost In place barrels, cub, NorrilHOn is to be mode wHhm IDIOT standards charge In sndards Wade of regular pmrgthe Concrete to be Class A3 d cost In place, PSI- AWO d precast COMBINATION 4° CURB 81 SPECIFICATION GUTTER REFERENCE VIRGINIA DEPARTMENT 105 7 502 201.04 TRANS RTATION - DI -I Slope a• to be pr ded hen H a 4'-lYa 4,-=•� NOTES S- I For dimN • era So s- 3'OIrp,e a seep WereeK­ dtwfn (III to he b Fa pr•growerw s,n vie I 2•nrn .erase lX-u Steri werf r Salo tea m DbM the mvrI b be f --.__ -- {`� N 6 4 2 ... - _ to accowdur<.f .its, SrafmN Pion IS- I Ttw cm or - f* cm fur.Wif t w A '� air. 7j a at6'�den p and pb[,ng file n Hassell clbl lda la sr sreoslnp n! M wicklded m the Mko trd for m. aoc j :- n'oh r Is,-t6`-l1r 24• mot wrnoif/e L w h . Tors U•m -7 M peW.1 a tee n, place L __ Al co• n plpde convert so be Clow, Aa Fa precast, -- Se• Sher :0103 i, • Tye `IF dmensan shown an IV Standards and spec hied d` an eM NQa n11 be --ad from 10aw _nx••t 1M nI„ SECTION A -A fall Ape b she fop d re R the shwuan H' dx,wxn,i S or. upprort- . out fa wurnownp perpos.s and t he !+•-----i-7`-•1 ■}• awe. dus moan. snail be aetrmined by the `-enharor -.__..._Ap'-Z•-- tram field c 4lrlons PLAN ... a"Smoan Dow•1s 9 oppral 12 CONCRETE QUANTITIES FOR MIN DEPTN f Grote R•anp.W) M n he evtni fir Ywrl d es, autN P.P. o Nqy tan tw Ilcflrn d fir NntNun, se far N thesk-s,n C-C q M pbc•d all ar.a odjaerA t' WND rid• "'tit 12'.!2 peaelc hadwa• to mutrnq <nn'Rh to pewit 12"Cant nM - I/40 Cu Yale Gonclttf WI be shaped wAr f~ notes a pro-" rrnRq 14 Ilion a 9.1_,eO .III e.rt, eifenmenl 15..<onc Or - 152e Cu YdA CaNma ur pprlbN d welt w the structure Tle co.I file neN°n .e. Ord. 0.03 �ncn, mlmbw 4 b lead dorbMd 64"noloh may be i8"<aK R W - !.620 Cu Ydt Col it errs rAopenp rAVI h e,dbd n she srte Gut fa me.n Irordean c1orA rid,fnm1T 1a feovlded. See 9laebd T 01 5. / 2+ earn ppe - Lel 2 W Yde. Carrit Ace 0,449 C. w11 W.Penland toot of dolh tie sbvetVl outatde N shuahn. d romi n _ FSECTION STKI swrioI CAST IRON 2�4" NOTES tie ad eh pal - /I Any alternate mshow or..cis pe, C C mseng he roll of or ref Ery te• e� .lnvl•d y o. ubefar Ifn. cast Ion makq. O color r) nI' of )no- he-InII ere 4Tr.{IM 6623 b / " Nest RIM •E � fill aonfeclHn moo" 1l t-OV J N bCarlos _ a 7-7 {: If■i' lugs I;-{ F _1 T -�•'14 corrector. _.._-. I 1 J SECTION C-C F z APPROXIMATE WEIGHT SECTION psE lfpNea FOR Cu.l km CAST IAKNN ONLY Grate 363. a!a. DETAILS OF COLLAR AND ORATE SjAAAf DROP INLET SPECIFICATION (DARD REFERENCE i2 -2,C PIPE MAXIMUM DEPTH (H)o 10' 233 VIRGINIA DEPARTMENT 302 104.01 TRANSPORTATION X'I Slrowl aPDroocn .Nose CC-11 IRedus Io D. a• A oA.n/otlnp m mourn. .hail, on Pont, "wj raoa.oy C fRadius to b. ae \ 1 Radius lion snail, °n pl' `,,I (2•' L cur,b and qullsr (SI'd.�CG-6) Q„ Tl.,.T------- i �IX D.. Clams A3 M.E.S. .s. e. '•b. -----r s ---- Oplbnal Fn• lor L, Coaa.lt e' 1 -- rpa+I,wt t - ■ I ---- Eeoryint- 'ki l q J SECTION C-C Nell Math 'I" V-a' a at uolneN road.dy eno.n ew typkol-lon PLAN VIEW Censbuct Grea. m.ngs •ah to parabotic tune �~ q'Pa dri CutEaq• of Shouldere or aelbnelFb. l lens r tAef FD - SbpS J -. - - - - 'V Mewfn• Roadway `- '--'----- _ --- _-_-. Wnen SI'd. CG-11le used for entrances bull e X We it, 7pula lion wth VDOI projects•P.... "' Aoo. Cnargw • - - .- - �- _ p not• IM Lo■e•.no' D X T Main" •v.men) mall law con Is, uc led 40'Mn. for Slrett Crwnectlon to IM f�iw Ihe (e. crpl any e.pgr oil• stolNi2otbn repuf •d fa m4'rer. ' 20'0rokil for CowYne dal fob. pavement .nice cm M -,tied ti 5' An the tnt•ance l SECTION A - A ♦ RpJdaab a• corbwalbn <ab and quite once not be conefruet•d beyond the R/e Are except for "•Platen t pulp..... Guidelines for Grade Change D when usedl in Conjunction wall, Standard CG-3 it C4-7, the curb loci on Ira Sladad in to be adjusted to match the bmcr Vdume Doswell Mo.rnum mewnle'!le cure <enllqu a/bn Node (more the 15W VPD) a X3 X Se, Standard CG-12 for curb Romp d..G. to be usil din this Standard Medum (500-1500 V1sp) !) X 6 k When the .ntronct roar-ornot occorrnnodalt Me w•IY.9 r<O.,tr nr,enb of onucbated r-ri Last (Woo than 500 VPO) d 6 Y. e x truck IroI c, canaiaerolbn tho Ad be Ili- to mcnoswp Ins de m or odjacenl proposed .Idewak le 7 ndNp. XOptlondnmeAns may be used for onlrances In cut s.ct!ions OptlonN flo,mi.. may r.quJ .axpl g of a po,lion of putt.• to preti pondng of .ales,. 'KYEIW" METHOD OF TREATMENT- IID[IEKT CONNECTION FOR STREET INTERSECTNTIIONS 502 AND COMMERCIAL ERANCES VIRGINIA, DEPARTMENT OF TRANSPORTATION i1 3. 88 01- 3A - 38 - 3C ... e' sit«+. oo..,.•opD e. Iz' cc N e< pocsd w dI a,.A «a r, ce• rut. e ro t .n «N ae'NDa'ersete U}•f T•'!' bmuhuq c0i,c"'O denied NMl.-H .1e o•.answo..A hr lei iGl..e,e.e � ct.teeer. no had pM I\ 2 E I f--.all d Sip I. _.k_ __ � r- a -- -� 11 NY.w � T �--• F. awl Frew. a tw.e I eu seal .1 en 1 1".1 ee Sid 6 2. 1. 1 r e• .sort •i.wN. r ew.1 j s ..w. :.• T y. /. '• •. i(, Tj. A ,.e•. evril -: 1 + * ra8[ DETAILS 11 t rr Le- is 1- .1 4A r ��� 11 ew '.BOG rm•N D Mar IV Ccrew. so"A111 awn A \ YJD- rj�r• _ 4rA fnrdNl .lo.r I a ew w ...r.w r rrae curb o Iwepr.i cuts, ewrw 1. r... rM.($. dew --' I 7, {' F•-� PLAN f'Nlw F lrten 'a Nor 71. Too 'so, M •r Ifte 11 .r.<n <aN we ell Opp., ri b curb r orb Ord I,I,r r 1 1r Y4.--- - L-ww-w to -yl 'A SECTION 8-8 S h-.- ------------''" - r .. �, 1 r -I, ot•.Nr *T",A S.M. e .Kan N v..f flew 7.CG sr, drildr r ! FRONT ELEVATION True e • din." xnwx w ...4 r wr w ssA• -J Whir wwrwA ref CG' f a .G a s,eresse W,d.or. 01Nr1 - e 3'4onew, ..NNH q be IreMtl 1 i D ` A n the ••w. N�nrt �I nr y1b11 pq. rrlpflir nqA Ill Wlbr" •. dr. ".r•O.N wrI•nel w•N • ee•es ew is Is W re rrurl e. Me .noel N de Or,.*- wall a .need shin Cerenl Ire . In 2 .12 D...,k Ara-.n• N.A., Slw,ewa n•I. wN w cm•wr,mNe ..w cw.,. snail, r or...,i ,•rlaq poMng a euaw n no -ucA,n. The �el ,• Thin w •sHo1•.... swrl ` 1 T-.-,. yp ,ww..� . a . .' i Y . w.r. ro ' uon " caroeure. nit IN woo tAe.n m r.al b v.erI .Dq"rN'1 pe hduaed w ew I- bid to Ire Wucly r i .31n<n. n.Mwr. ww.m S--Dr MlMr.ClieH:Nr h1el a•xN D' -sue T .w. st .« rl---e-r--4a' Slut as,+ Is, eksfr,•Isr e.o tfeswrrs sa /.ern ,tie~ am a ..riles of.mrr•e - TO SECCTION A -A p-SA DI-� Ot-tiC L -- �- L - 1 I 1 ' N I _OWL 11.E 0-11' J 1. -1 / • . i. for • +r w•r, all NM e M .y.uteaw.I r'-nµy r repro . ee.ews a f.eirl. its+ II_, ,w lei is.rrlerN ee sere w .,True TM •H �dwNesor, sh- on Ine .Nmrrb and row, for• On Nor Item ­1 ., w• eery k is N nor. a Y « ti N re W ..'nwr DE TAt WHEN U■ED .eared Lan ste Inver, el ref u,.rfr1 pre. b nre 6.0 el In. rM1 „[Ns,.. pbn'n- .si r .r IL I NI, AGENT, Tut CUM 01tMnswns a• oppouwOe .Ns, fa .efrMNrp py po N. ens the a<IIAI dmw.slpns r4, rw n ,•Nor., 4-a'.Nrr -1 .1 n1.1 . ,s « -1 '• cwA1I+. e!TNOUT GUTTER rndl Nrlrb wnee D. •M <On1r«tor I.em 1,•N cOn.Mene .Inn r.e..N - ne�rw.wNNweu.rr.wmwa.. Sheet Iof2 STANDARD CURB DROP INLET SPECIFICATION 12'-30�i PIPE MAXIMUM DEPTH (H)=8' RF�FERENGL VIRGINIA D PARTMFNT 10409 TRANS RTATION ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE. PLAN #4 'STEEL REINFORCEMENT BARS #3 'STEEL REINFORCEMENT TIES 0 1'-6" O.C. LIGHT POLE 1" TOOLED EDGES LIGHT POLE BASE HAND RUB FINISH ON WITH COVER PLATE SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL \` NOINSHRINK LOAD EXPOSED CONCRETE SURFACES, PAINT BEARING GROUT YELLOW ABOVE GRADE. ANCHOR BOLTS FURNISHED FACE OF 3 -D WITH LIGHT POLE BOLT SIZE CURB I GRADE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. 8' GALVANIZED GROUND = - 1'-8" 4 CONCRETE BASE ROD. BOND TO POLE. P.V.C. CONDUIT AT 2'-6" 3 STEEL REINFORCEMENT =)� BELOW GRADE TO PANEL. TIES 0 1'4' O.C. #4 STEEL REINFORCEMENT w - I NOTE: BARS ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL 17P SECTION A -A i.�xrrr.Tz �7 01 8' mrus( block f X '1 SECTION A -A SECTION Al NOTES, L F'OR war" Lver alrALulrlde tyb6h2 E 6 To OCwOM nt r'ROf[CTlbf L iO IIW I(�0D1ee3�ERR X It �. � 1d1� Z GEDI-13a E TANK TO K EWrAUQ L61101R ALL E MMM CONTRUL SfCIE N ACOPOAMUL W'ti nE IKOFrATIM. E A • OINTIM of 01CII NI OLLVOtT on ®,AN FM It.[LLPTIM L 04 MOM IxIYQF. H • 01"nN Of OLL1LM OILVUH DR IlV-1EAR Fat KKELLYTLAL OR MICH CNLYERT. AINum T'fFlCvl weTeri son OM fiff-j IE on rw stgaLBR,eoft OM SOTH AND DOrrH Or CNANQ, IIAIRH 057149 9-CH (1111 16A7UIIAL 201101.11112 Eg_1 iii. D�TH ICI a,Fta a y STONE FOR EROSION CONTROL t�A DERfinWIlF DF TRANSPOsITATXX 'general backfill see note) i orI ;elect dill dale) OD STANDARD general backfill (see note) 1•Tii.:I 24'sele<t backhll ee note) L 6' L 1,2 O.D. L concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE To be compacted to 95% of ASTM D698 rnaxnrnum density TRENCH & BEDDING Figure 1 general backhll CONCRETE ARCH 6' de .medals 40 sleet pipe filled with concrete I, turd peentect yellow I 16' dice. COnGrete encaaemenl ; i• 11 BOLL.ARD DETAIL cirecllon of setting to be approved prior to Installation I as rnquued I r eoncnde pad I' fi tiq x 6 deap FIRE HYDRANT ASSEMBLY Figure 9 marker mechanical Joint swivel tee with T branch itilect fill note) 20D. lele cl fit I not OF YC PONT OF L.u+G_S/ TIFF I I'3HAPE TO roNrTrOl.E i S_ PE TO DRAIN "0 NvERi -� OF pL,TI FT PIPE SECTION A -A t \ METHOD OF TREATMENT IN DRCP INLL I ._ V - n PPE DIAMETERS wFA.N�Ve1IKLN Is, 5 LLS CA P 1`0i AR: ENCa.NTERE- SLOPE TO GRAN OUTLFT PIPE SMAPIHG OF MANHOLE AND MET NVE�T5 N ACCORDANCE WITH Tw5 DRAWING S TO Ali TO -HOS_ .TRULTURES SPECIFIED // n STRuG TUREyR WHERE IA VERT OF PPE 15 ABOVE IVVf qT OF �/ 51 1, • / , MANHOLE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WTI- APPLICABLE Si1WDARO OR SPECIAL DPAWING. 1 THE I.YERT SHIAPINS AS DETAILED NEREOV 13 10 CC4SIST C•F A R rORTLAND "EMENT COWR-T_ MIX COWORLMJG TO CLASS A3 OR CLASS CI,EXC`PT THAT 231 OF COARSE AGCREDATE AT BE LrP TO c'• IN D4A2AE TER xNC CONSIST OF STONE, BROKEN BRICx. w f (\^ BROKEN CONCRETE OR 3RKKEN CONCRETE B_C'CX. HE SURFACE- SnALL B' LEFT Sv00"n gg MEMS OF riAVD TROVI.I. C. NONE I .//� ,� OF THE COARSE AGOREGAYE 9yALL REMAIN EXPOSED. .. . , DETAILS OF NJ-R1 SHAPrkC AS $HCWN HEREON AR. FOR EKAM'LE -, �_ •� �• FLRPOS=S ONLY EACH MANHALE OR DROP "El IS TO BE ShAPED -�-- WgYIDIQ LY 70 DCST -IT T C PARTICULAR NLCT AND OUTL[T �l- CONrIDLJgATph AND FLOW LNCS SECTION B-B PLAN IVETHOD 0= TREATMENT IN NANHO_E S vcuc�iuN _-_ STANDARD METHOD OF SHAPING MANHO-E & INLET INVERTS 31r2 VIWWA DEPAe-M[NT 0- TRAVSPORL 71011 --- g6.0a I. of T"w"ale nt grad, in pavement arena I. Ness otherwise dnectaa iir,lr sl,ail be sal 21' sh,­ <1r 1. I,,.0,1-i eel al -I square Ws rl par) 6 th r"- r wrap around host shnnkabla .heal (VnapldSea by CANUSAI J Nall. l3 4 _'I I 15' max. aajUsbnMll rigs (I I may) zVol 1 a concrete ASTMC-150 4onor psi t2' or let (gyp I - L convert 301 rlasuc "UIVIA u between Joints and on is e+erma stop of Joints aura: are :o be <e;slso wnn'O' flog •4 . aaskel -- -.- ' rI - qPe to mannnle 6•� ecrtnecl un to Le by fledhle sleeve In ert chancel to provide a smooth transit it) to 3' 0 men out 'or allconnections -n• max. 4'-0' Inax rtproul bottan ofm r i estop of atmole It farm 1' n hor"'I Wmi Ka(• i�henr,el elev res top of 6 undoing slnrV; T NOI LS I Mal iI,)ie nw_ro i, shag have an axnmal areteng eel approved bnumaaac orals• proofnc pilaf to nstaelit 2 11 ec"Imo rl e,evition exceeds two inches use Concrete adjustment rings Ankh a exterior coating or baumsmate Wale, pmoling. 3 F nail slope adjustment of manhole'ranne may be by shims Ord non-shrulM grout 4 Skic pad to be placed around manhoiea located in snodders of roads. b F al OF (asnng shal' be used nit Shallow manhole is It or less) national nlrs. STANDARD MANHOLE Figure 12 iDH 35 sprgo: SDR 30 SPgel p by gfask■1■o Dy SDR 2' hell 45' bend gasxr•ed bci (see note) adapter I �SOR 21 SDR 35 8 x4 gasketec pipe gaskNed ball and fittings SCH 40 solvent Me Isee Nate) V+(Sd cap pI W■dy' line tailor marker i I 36" &) min cat.lore � y.; e.;:;. � ._ treated 2 x 4 wdh top 6' Oeimed green -4' pipe at 2 0(r.e mirnmt,m grade A Note If top of main is greater than 15 R deep use heavy wall SDR 35 coucrwe cradle f top of main rs greater, than 15 deep is :. GRAVITY SEWER SERVICE LATERAL Figure 15 1� METER BOX and COVER METER SIZE METER BOX 'AFTER BOX COVER 5 8-x3l4' o 34 tam Dla Ntm Traffic N132C PW I raaic A32HH 1 )' 24 et U's N7on Traffic MC-30 IFrmej WITH RMl•t I -,; I t" Traffic MC-30 iFramel WITH RML-12-T ' l,esled 1% 4' With alp IT pan HIM m rut ova tee 2' active fn 1: p•,nr _ vanes as req-trio to so f f r. corpastari stone Dad nq 18 21, v 'rAVet Any F C S A sunoundng box � ` .38' min ..'r, I!,," .n-:e 4, 8 m: r, an le yoke aa�l valve U ' Ll Iulhnl 'o A ^ Wrataul F le ln,�:� \ <if. la me '.','titer 1r1a111 iT 81n t(. \. b Slane UedrAllg METER SETTING P -4e r Tr yoke nail v®I'VUH angle rck c.p-.w ° itheel ro a q(1ue1 bliec' G S02 BA94 224W - f V EC-2,1 a CD4 4 3,4 gJp BA91 3 3W & HH 'A9t . 3 EC-23 C 34 C84 34 1 1• 9ASA-"AW HHCAR4 444 TV EC, 4 _ ab tot INSTALLATION NOTES 1 Exa.:l Irr:ainn eel relief box AshA Xy M be approved prior to Installation. ' 2. Wale- service creasing seam sit all but ercar of In 3' de SCH40 PVC, ni SDR21 piping The piping shot orn ham q 1..In,•" one fool beyond s dowellr. amiss In. street to one loot ueyord rdr wa1, 1 x TL[ :T 444-4 J4; DUAL METER INSTALLATION 5/8"0/4", 3/4" 11, 1" METER INSTALLATION Figure S Prune codominant leodem ]. - DO NOT prune terminal koder or branch lips Prune rubbing or cross branches Prune narrow crotch angles DO NOT slake on Trap °rid wOler spools trunk unless nlcessory _- --"-----^ Rune broken branches Remove oil logs and labels Prune suckers Cut away as baling ropes -\ 2'-3• mdich kept away from trunk Remove top of wife boidet \\\ Sod tleb to Gordan wall, '•e :p, •�'� UWA1f1OED boi soi d Widen and score hole wall ,_ b- O,. •.'' ortiolly boeldd, rater to •. �, , _ t7 , .silk sal, filtish bockfilEnq Remove container, and cut circling Leave cord soil pedrstol - do Area for water drainage oats l contains -grown, at as much not dig deeper than bob depth blrlop as possible if field grown Dig hole 2-3 times root ball width T= PlARM DETAIL p scale Q ¢ m ¢, cn cn cn Lr) Z z 9 ww _ 0 `1 : U Z W W U Q Q c!3 C.n T� �O V wq_ O Pq !t \1 v O v j V V SCALE: No Scale E>RAWN BY; S.A.A PROJECT NO. DATE: 07102101 SHEET 5 of 5 . . . I . L . . . - . I . I � .. . L. . 11 I . . . . (11 A ( ( ) V A\NJ J . - - _.. � (i , I __ I. I - , . J f .7 e A 4 ( ) W� 'J A _,�") I - . . . 11 - . . I . . . .1 I ­ . �! . � . . . .. i . . � I , GENER AL CONSTRUCTION NOTES . 1. The contractor shill furnish ,all moteialse labor and and perform all work including restoration for the . . completed installation of the ut�r systems and other�ro!" 6 sim or implied as c ry for the - .. . rty ready ass otherwise noted katiora or all work % be in •accordance with ifioations of T(ie . cbmt teal � �y ordf�Cor�t use. Spec aginio Oeporbhent of Trar�portatan, Virginia 7 - i x 7M D De� t of Health.'Frederick County, and. the contract doctnnenta. Q�� . 2. The has attempted to locate existing subsurface uti6thes; however, such may exist that are not sh{o�wn. The care shall' exercise care in this & so as Will MW do� to or hoursot. A &� � be e K 3 1 - . ..._. ors s800- 57- The contractor notify' ! tY canpanies W►or• to corxstruction. Cell ' �y . 3; . The contractor shag be re.�poneible for all crorroinrction stakeout. NI dinaior�s. elevations and kxs>t shall . . . . .: . � . .. L . 00 . .. I I . L I . . . . � . be verified in the field each contractor W ring the work The w� ore cut sheets. - . ' . . 4. atf unusaadl sn�suif end g tfie course of thesha9 bea� ht to . . . - . the erution of the Engineer !;:par the Owner. 5. .Contractor to obtain, at his expervse, au permits rquired of ft work and shall faithfully adhere W the permit . Maas impo fed. to be confined io' the �oject area. Any work pertomhed afhhte is the Controct� s a ID QA (P I% . , I , . . .i� . . . . . I . �Su 'A 4M PTCWASgi @ A gi T 7. Cutsheets shall be subrrutted to the for appraval poor W adenng slnactures ad start of construction. . Al cutsheets should .slow exlsting Vwnde�aatim ot centerline of ut0ity, structure a rood, and offset hub elevotIon. I. ' . . FREDERICK COUNTY SANITATION AUTHORITY ' t. Wata and senor fines ore to be oorebhxied ls a000rdonoe adtb, these pkaro;lho ihes anal adfJaral7 red. , A (P - - .(Q.(01 1% T orb negaienwnb d the Frederidh 0po�un Sanits6ani. 7n - T : . . . . . � . . � . . . . . . 2 The eoeboaff shot osadsiote nr*b, and arnanye fa�� pediori hy. thee kftrlr. o (� O 3. Exact kicatiae d wota'and aeur aerioes an nehr Ines are in be rdFhded w1h the: a irpperbor. � � �/ 4. The Sarrtalisn Autlnalyb isaatenaihoe deporteheid b reyporhsble for the kdola8on d watu miles 8rohrjh 2° in. � - . . . . I . .. . . q1 0 . . � . . 9� - - . . . .1 . . � . I L . . . . . . � Was a permmned meta is eel Me . . .. . - - .. ' T, D x 2 1 the frame, and be pogry aiyridVA b mder bar aril tor, 2) the frame ad sorer fie P the . gads d Use Iot; 3 the mil&: b 'm* 9 tap d 9ie aorrx and y* bar be betreerh t obit 21 . aid 4 al ooehpahodsot iro mh'la bac assanb�r to be b prop,► eorldng ardor. ! b the dhrneloper'sseaahoda . to bare fie boa assembtir kialow aonedy. . For � and seser ste*n that owned to . ' flies - . oo,, d kdasl be aPP . fdr sloe lea bf _ P� ,. "5ta ,. :`: >,`:.- ,, .. ,z '. Y: i 1 .:.-.�` ,b:,. �c; ia;�:r�,i ; [,° r, J: .-,. W: r .><. Ft,; _ ,, e..- I r .. rw.. i°< .,f ' R - 4'4s. '`�'"` iF��'` 'i'd i' '.:; -a,� w" _y' „ _ ./ q p 5 4 aril 1 C t t 6 y tali and 7 r .� t k p ,' I i k.' `, �. '::. 1. -1 ',' t" a "' n the b f meal y �. . r a - a a J ,: -.,.:> `1 »� i t { s'E_ , , v it (� �v r p I�11 *e lf:�Q�MUQ�r�.-irdd�.. -1. .. wi' ., Ar; ,�:. t t',:.,, �• ! �y - r -3 r,b 5 rg."' ` - tr.i.. ri •• $$_ w - :. I R� L - /g� -M ..,�-q,,, .._' r "I ',,. a{�t..' •. i' :- , `, :., '�; W 4r`';,'t s-i'_+'o. ji, Pu' i i ' n,. ," t. ttRnai an osier main b for the iidaloiion d O new' , , , l:, , s ,..+ r, t <, "'�"'"1 ^ ;,a .,r, ,91;, - s y" �, ". a • <: r... ? i t ,'A p.-,e 3 ! ' ? , ur rr' . e The =t*op.2) d khbsr nhalsrbb to mdoe the b The oonbada mist 1 make '` ] . z , } �'.' n k :4y dwd �p / ( ri ixs h S% A 7 i :' w f„ ale F #.: JS ,: r �, ]/�.i'��!�p oak �yy� milk the baafiorhtfie r4 mole foil ,�y] }, ii 1 t! Y^„`^� �R„�� * l ('�/""'^ - .<.d{, 't 'I�i1 �(°r: .. o �' `�. krA?, `��< ,�... - r.t fS,,.�'-'i:.t i. q�, , �t 9*a.s'�i„ J hR1.S. b - - _ t; , },ea t,i.• r, ,. y F - �. '-''t r"' (, , »y: ��. ;".`:..„# , -. , p],. f V r y� 7 3' � q,�5,,�/. ,�'yb, ry b p. )_ { 4. ,{�. A5 t>^ $Y "` r t ;ibW �, F 'i 5 ''F_, . f '1 Ff Fri '�� - - .. f /' 7. The shd tie-in a new ka tom mmhob we the marh0le• - , . ". • _ � _ ', �,'° �. t t `� [ is w ` L e�4 •� 'p Ar. k is :, f rfi.-',, 5 3 > '�`• ,-r ''Yt �J..-' rl$ ti " e`Q, f 4+ ,kyi v i' C4.. ,3fi;rJit, f + w:d-�r L' ,a nm ak,,�,+.• :` S e' q •n w' L' d f:t, air ,] L hinter sariee the mid hoe a doLft crock voice a 1FZ m iced• { } , , �, .: •a' - � ° ,' �; � , *' ',' f P► FMB ,. _,�i, ' �,4 . » y � "i :., `., . 11 ,.xr':d' .,ro`s'.,#.• N..; § l f .., ,..� r. ,:g l . '� [' 54.';,. F. t ,4,- _ "k D�:f the shot meet ASSE atandonl ND. 1015 or 1013. A resole readout b ,�,# .... . , :: y, - n . �. t r ? .a f,, cif t,, . ',:!.., „r p ,y- .'- jjqq������77 .�.. S , t �,. "; o-, C �'.�-'ij�`a,` '`fin yr 3 , rig r tin,: ,.��,. . , . asaanby I— S. a':.1 '' a? r., YL,r ..f a .ie ., ir. Viz- 6Y - i'� -.i> �.�. , fl > , 9• M fie ayes eAol here a dolor dar6le died vakie baddlor prsKnBon assembhr a o API fioddiow pre�dd�h . ' - _` l' r w " �' .._i'!"� ,t l d i ],,.b : F-,e - - nr,?,,it x 'sty, '_ f. j, fr R P ` as mod The maw* shot coed AN etandad ND. 1048 a 1047. A remote re*ul b rogrfed � = -- ' � - .. •', � - � , �„'. ! "� a, �_1. � `� � .1 9 % , t( ay, (j y/( ': ir� n ,{ S.'� .9 L Y{Tf r) V' .�7 1' 6 t �T 2f 1' a ,.r'»,+�.s. .y, • trz'}. 5+ ,A:i-. 'FIr 'F ''i.. n _ t T,rt # - - - EROSION CONTROL .- -> ¢., ¢ p `` m , . T $ .<�' . s - x , i all r r v f$r l� 7i n p }yes 1A s< y - - , p s Rib ;. .�,+„ ,� ye,.:;,,v. '�+.,.�. k}"�,'�V, ],'( •: n,�_;"•$ ;, r a t,... .J y - - , 1. A Land Disturbance Permit will be required prior W i site work. This permit can be obtained from ` . ', v,, _ :, , ;• . <s fi „ . _ z br b 4t � , . ' �Y� , s nitlotir a^Y u ' o 1. Fredencic ,_ . :",_., _ , - 1, . L'' T County. . , k #� r= F� � :`, /-r a. 0 J' 2 T and eroslon conhd stnrctures an0 method to be in accordance hudth the ' 1.m_a .s r .� 4_ ,= . 'g t t h, �{��ry ,,,ggg1. - , .. "puff .i.ww..e. . . s •�7•, •'e 9L-a; °`'l'.:. ?�,g.t2 Y i5%. t :' �r r S-,�7.G u y". f,°'• s7 .1...4 N�,: t. T. J ErOsiahe�'Arntrol (tudeGnes and local odnoems aril ta be' utilized the comtrudion period. ,. � . �7i-,' .'fir ,r#,,,,, r { 2 � 1_ � __ ] �a 'e . • • F,av: ,. ...: . d.. i yJ;F, .'. �'y, i -k ,, f , h:.4. L 4:4t'` k 1d_.- _ ��+�* - - , i 3. AD enodw eontral structures sham or as eel Shall be coot rrhairitoihted a Via_ ^' W , ,,. „ 9 },: ,{� � ,,: s s„ ... .� ''. q.,+s• • c e ^'^�•l . -. ... r a i ,r. _, : °,lam'. Y # Wo :r=3S' - �. ' ,, ; , tiff » , ; R✓ th the m whim areos'®ro denuded. Areas W be surfaced are to hove stone base installed . i R;r' }, t'r` o �'; a,r .- -`i l"-__ . » xi,,. ;: o_.-..,. .'a'P , ,,1 "�hr. .�., {,-x t 5""f .F`� -r`# C at the earliest possible date after estobllshin grade, No area is to remain denuded for more than 7 calendar days • ' '", A 3,�,. �: � � _q w ' � 6' e i ' �, r � �y ,, d w - r 4 ., -%." i 7 3- �g T ,�, � i t !:` ' ti'a 4 ,, � `r when ctian mat �) - ., .>-.,....' ,'sw.gry t. , .vwn_ F , r'a ,;��'-'-. 'iw;y. t ` a ,t'p3,]. -, !S r +;�t"',.t1 , -..y., 'A i.: B'-t - - - - - . . . - - 1 4z§, -v 0 _ +} i'F„ f , l;', li�`8 x-'�.'- kRA l 1 y� p�?@ a, `..4 'iY - 'i is "'<:.. -li,i. i - I . . . . -_ s • • '�I t. I � 4. Co►droctor W dean and restore disturbed areas immediately ,yt' o! ' ten the affected ` _ , , eR. ,' .i a a ", , m r�` ' ., t"> r a'.a ,3 I t 2' r , ' uP sty u!ped . , , �. * w . „: } - e �' ran. ' ¢ y Sg s w .I.. V 1, .� y ,,,..r.N T. tt r Y h A3 YF,:\ '� f s, :�;V .( a... • , , ' c r v ,r w'-., -.. ., a t,. r .» r $.. i , . 9 € , ,;,d ._ y, .. .4".i _ - - 5. Ail which n l 4 -: -:k Vie+� . 1 ,' t , r q` `�unpoiesl ovens of the site one dMurbed this card actin short be anih ti ! w > . topsail t: n ' ,i< , •,•,,. . a t#. 3 �a.q d v �t v w _ ,v 4 1t'i f eel and muked. Seed bed W . be ' C ert8uted, seeded, compact watered and cared for as Re nary t0 provide a P ' a v ^�! :, , «_- ' e T � r " ' 'i: + . g d t , r a . , g ,, town ass CdYef. Areas not oiled Sh00 be leveled aril seeded to achieve kasm ,. a �, u t #'e • 4 a `ri A i ,i dismal, oorndQlons. , ,. . } [ ;� -?• ! .,.` sr a ,/- :1 P ' s E ,,,.ri`° U 'w . u J'y, "6 fi,.._t 1'k r.7, - _ - r } J ! 9 qY 9r 9r t . _ _ FIRE & E U _ , . , r �,° .ry, yy �a>, J , a, 5 r tr m R SCE,, r . Y ,� , F ., _, .,- .a- _- e.,um. ry ,r <. "",. t -'^ +.,v; :. i a',ey, .t„_.t :, , °+ �`,.,h4`�' w S . �f],.. >.,i°tir✓'` �"' v. q F . 1. tiiarrhln d land Cleo debris lies o iram thle fire Marshall. tTurrd of COrhstruCtiah debris am S$te �, ...' :, y ,, A;'. k .� . sir • ,. . f� g regu p .- : „ ` t. .. .. �.-Q...,.. _ ii . ' . '-e., ,w,"��' 1.�6 >_�. �� , " 1 c d is Ohtbatad. - i-;",:.. i;. e • . . -=r< r., `.,'„ - t . , e 3 �.. 3•, t �,,y,f..'. ,.<'.,{A s :;>� }fit°` d , a'_f.. ^ft a a� - .. P� 1�,. - I JHE , ' `-n ?" 'q� r. -, s ✓ -,.;' 4'�.t" silt:,.. '; r" a .��.,�•v ' p„ t"if>} 2. Access for vet�tdes must be maintained at all times Burl auction. T street , _ = ,} ,� `e `� { . i , " . . . • , w �,^ :"�. v �,.i • , ..._ ' 9' r"' r „, . , a_. �• P ,,�8.,r ,, a e-:;y :i'". r,: ^4,6 f ,.. r43 �d must be posted�� nL . Contractor must ensure that wwdcl s do not sm %fire k P ,T , .. r r y m �,nuQ�,.,� �,•- C""`>`." p� ,. ,,- ,., ,--+X 1 §. R q"'.. ,.., a; s p.. _,'. �i."b -U. f •�' ,?r, 0`'°.¢ 'o,- a k. `v: • r ri , s �j7 '� F , ,aria. . / I raft F we not W 'W obstructed at time. „ub r ` ,, 5 .,r, :F,. k e � # i ., 2 SITE DEVEL:OF' iEi�T PLAN ((� �ryy ( r ,. .,E ,,r hyd '! -., p r . # 7 : y �r {ft � � Y f?l, , w JF _T 'i _�„ ,_ ' IR 1 P 'TME T F T NS RT TIO -. =,a,._,,' _f: �,ft,sa a . ; ��4 V GIN A -DEPA N 0 RA PO A N - , ,Q 1�q_� .^ �' ; � ' is , s .t ;.. a :'ti "' to t ' G� A' <,,,: i t ;1'r� r t *i , - , _ - - ,,,, , fix 1] ]i ,, _,!. _ _ _, _.,. -`k ,.,it F d -?t,. r-.,;a `s - _ ..rr'I1• Ai1 •erak on this stall conform to the blest eel+ of fie � ail T = .prok� vna e _, . .:.. , - ., : ,_, r ,,, z..� M 3 GRADING, EROSION CONTROL * & LANDSCAPING PLAN ' . °°"4 e. .: '. i ,' S. ° . e .,. -,., :g.: S- i':"1+'sr�- +.,. ,£ �,•:. ,fy. v '. -i .� r - e� - - Road and �,�,,j�,,,, and Standords The Vt,,,;�L, Erasion and Sediment Regulations and Other a , . ,l .. y >. " ' 5 a . ,� - f ,t� , tf .• ' r r '-F rs' .� 's', 4 .�, i ' r , ,{ f �'.y - �n r':'.... i'.NIr: 8 2: R,.rv� P Y'tr C{:.. » `i` li�i'. 4, fr -'Yi t ✓ 3 stale federal or local regulative the event of ooh,tfct between �j� d these .N .6 ' s; �1' ,, ; r� ,. , .a • ^Y'@"- ".D ('.- r% yAA n =... `•""•' %'.Y,.rl:. bn ,,.L+.A •nil. 1 ��' " -.I`,5'W 'Y , - ! �t' I - �i .".r r. G. . v, ..�,,.. . i .,,.n... lLp .:' rfi - b _ .r.w _ _ 'F -_ `� - t. 4<._.y. ,; e. % ,ib <,. t, < ... y v, � v .o. f�'t ...�n. _ ."`' 0,•, 1', ,y , r<e ',.,? w K.'"'+ry�t - ' 'y s _ i . - or Imo• the •lY lige(Il 3IM1 garerm• - c r /i�1;11'� . < r `"4'�3 r . v _P .. r F 7 .,. , d , , a }� , q _ 3 d..a s ;f (� �.J » (/� •11 ,-. •.,. ».' . < _. -{ - :. , r h ,, . t`q . r 1... r,3`;, J _ • .rot' ri,°' t,\ J -f�'.. ` 1 ..PROFILE E S4 y!' r> a Y r , shag with the latest l Sad Administration �, ;, ,,.'!� _ _ 2. A8 coushthe4ion U.S.S. Labor & hlealth► edrotany _ , ,° { , .. ^'••I'l Department sty , �i ._ _ me t, ,..", .1+.. ,9: ' , •n. aJ' r r<.. e, , 'r eY 1. _ r. , . , .: x �' , and VDI Rules dt1. //�./. �Q �/,,y �] traffic py p}�� -, ," t,. ��, �' q.. u "'..n t-„ ,' ip ,. 'rr "s' r - EE "�•" r§ ,,...',,�yt.r' �, s !r�`+. _ s 3. when MRc ��it -�d- {� POMOMiR t W+Nor be in. 'f,� .r.,� j., - 'yf - -yi b,1 Y i,r>� n 'n + b�'• g �•,`'c.i' `%{ 'y ' t 't,. 'nb3i $ rs ,(. d 5 !$ , f . ,-, '_' - _-..A ; a 5. .Je ill` "i..> . ,.A` xs•^,. 1 ,, s -"e'= 7 .:;, -. o s" r t .d a:s> '�� - ..:.g - ,,tm , _ .} r , ... F , .. , rfi ,P.. ,7 ,W ", ,T . , . § ., V - ot ual all :r . �; > 4 M� ,. 1 MISCELLANEOUS DETAILS _. whits the current editrah of V�Oi work are0 ectiaa man F tna� d must be 1 .. , :: d . k ,• < ., , . � : Ns; �g . w. ; �,. certified in t�994 %air �,g j �•IN I�WII ,,�,�,,•�,,,� �•_,� a.. r. , : _ - ,� .. ''tiw p, � ,• , , 3 w'w le i i sr. i... ..ry'` _ , ;5:.., ", . I �- a '`'+sb.' .: - with rA s January. \. latest �ed an (de SpG47lN.tlYvra�o Sectio 1 - w,�' +1 ,..sf':p a tr �,' ',°�2 `�' :, . .y. .r , , .. c w . - :,: ' a ., , 3 •:., , ,'_, ,. �, le I ,. ;ds,.,r..v y([ �., , k' r, ''' ""W+ -�, - - S, i* 4 k.,r_ ;'3-L° 1 r ' - :-, ry ,^., k.. +s...._. . .. ':.,. , .`]. .z 3,,f,q'�h. •4j.. .`l' ,4,�' :X'F, ';!5:f r .'i....n :4y 104•D4-C• r4 . , , Z - ,-, y ,•r F <, Fi ":: ; k $A - .: t .. . • .. . - i .�,,'.iaz 6A t- Y p,e s . i ,.: ♦. �,? "i ,..:.. 'i'°".y airy x�P' - d [4+= -r, r:r „� �, , 4. The stall be for at his and a8 utilities traffic x rt . a r . _ y r� . , °• r . - a a:'' r r re�orhsible ,opera, any rrtcudirhg - .. de .1,.:.: , t "'„ j_„ �r.,t ., - f e 'Y :}.. �+, p .'•✓: : , 1 , : �` rt FF.i"- a �a. {,'�y " k ,, at• i 1_ Pr L n, e 57 i y .:` 0, bd r - Y polek ,,,�y�}*m boxes, controllers,. etc. awned V.13.01 air private u", cam Ry. R is.6 sole of .#., .:, � - ..:.r.,, ,:.:• ,, ;a�� �. "��'`� , .�.' r �:g � ...�, g b` - ��.. �` �.tis., •,,�` _ �'" ,�'•e"^' r^m.a�' �"_'7 ��;,'I�"1 ., f„P ?,r t^ ...t .. .,. EFlh- S4 4 s. fa.`,ra$�,. ". hi d,:,';'t. '�: 7.'. .h r,.,.' `;'7•` •rt i ,.rkt",.v i . - ne: t .� .. , l� x, ��yy _.at.y Yiylout, h +'" A r.,� ",rn.s Y'r, i r K, a to locate and �,,y utiliity foealtres air Items which ��way be in conflict with the ooestructron , r< , , } , , - a,�, e � m � t � � +' D p� p g <.� '-^""7 - / -/ t ,.Y, ( 9 .tor f+ ,. is.j x i,f ,(C �. °. ,,. 'hry,t^S 6 . -" e�'d 1� mi.5 ,ias.1 ,4' ':`in J d+Ji , (` : Y , . r W .r r m. ° ,i: „6. 7.f 1 :9`•+4 •, ,,. M � < x ` v. #. per.... " 'AL'' - _ r, , ri''r • thus • �: ,, . �, „ ., # , � ,. , �►+.`. odthwty. V A T approval of these plan does not relieve the developer of �ordbiliitY , . 4 4 - ,,, r .. . ° �, b." h ' t� , air ,4 -r 9 -..✓1r . a',,...4n ,w; , : ,�„ i t . t, v - n� m L4.x• u '� " �. -'� �.. ">, ,,.,; . llg5 . •/� • ,.e - j<, , 1''r! .,.b, 'r •, ..., .° ,;'--{)'tsi , •Su4 ca:: '° '. .r N'Y' g: >-�,. "s>•. 3Y :.rfi` 1r. r#'Lf� F".9 5• featcres W t IY W f , : < .P : : H `, � m . ty - M i C 1i, v 1y i4 c b i ` eel, t �Ct7&w. .�a P�7 r°,,,, r v , t :_ ,0 f �tR .., t r +� as 08 c rQsu[ air /CVi9�h wnl DQ wd+1. yr t, {',B' 1��,. t T ' , . , y� a . . ,.y, " "�--- .- , :r• ,-�.5.�: '� z 7'. s , r•i'..a°'-."qv„a,u i - .^ = iF``-C' .�i. t ail 5- k.,'. I r, ti,L, ,y ,y' _" „ '.'' .. - ", ). ' , ,. - . ,;, +,,.,{ ;;•n..a !o-a- s`. r 41 .,w., e"� s;.i ,rM, -,,;III'. -A4 . d_..!s ..7r bKSi n i >* a RECEIVED resporhsbTity d the deVekaper ,� s s ,.i., • e µ a „ >,,; r . a orb - •• � des • , F' +.• ,�. , ..> , ..,y,. ...�, :.. tE �. nI a aj<E vtl -, ..65, :.4 r ,Y `', tr a:::.•. # k..G. :' •fF ,.,,., 'its. ':. r' n� y. tP. G'sa x.: m J,p. `� '� �`t,i. a -,;:a ✓'. s.1 & floor to inntioW n of work Ca droctar shall be r for n au VDOT lord use for -' 4 ; ., , $ +.. p 1}' i�f u p, a�ui Q ,,.%,. • + al' ',A k . ,r, a ..', Du ,�vv a"'^'... �, a ., x.,+.. i : e.� e. t ,ys� °` ,, d,:�({'9 yy �� �y _ " 0A .l.. t .µ „7, F,e i4. m'<, +,.y n or }}ail; F ,!k e.,b '"'•i'. f. ,.; a '".lf� 'RY'r y : � _f:' a work an V /y�j�}�d- 4 r . 4t R r. .kGAt p.� R.., r' e ` tii� �b F .:{ x E i r: % „fir. �� "'l "9"` ^�l� r s ;�C• ae'k ,t .v.°FdrO.. -.,��rS a ,. •.;t'; is 1,.' y •1;'- ..a' .Y.a, Y', p .,. .-r a' - - �I•I11� -.N .. •nil P C'i •xt ,'P'.o-,. `t a '.r3y f, 7� Y' l .., '4 �'a. :cam"- - _ _ ff it ;'•i rJ M:.: 7. b the local W p Offim, a �•/nutim :conference must be and held the require y Resdency Nor'.^". a1T0tlged - :..,< r/ _;. + , 6„ ter R e'er a `/'�",i :s =5s° ="v `... ,,/.�.�.• y.4. - lrk . ,a- ' qy�,�y/,� ,�,.,r�or wi11h the attemdahm of the .contractor. vamous utility fyV1tM11yO aril VDOT - , '.',' -� , ,r �Yir �y,'<<-��';� �, i +,� �r r - - - yl`•^•�' ,"•^H , e wrw^7 �7T'•�'.�v �ty ^•°'1"'•"`^. F• .5 - P ^a.� , .. r .6 q : i7'.r, c r� eta '+ � r! �A'1064 It s�''.CrUL r.# , ,�i �.�t v 5�.. "7tl ' R` •4.. ` #'` - - d F ..-." . t a ,._, : t y j.. } .... n S . "'` •n„.,•.r'.,:1R p `'":r..rt r ii ,i• p',,: ,p - v. g t�i ''a. '>.� >r3" ,s.:.: „t.%r _ �r ,.. W utr'latan d work. . �T ,�y n _ t, .�, �:.. , 4" - .,. ;'�::q x.� t ,:� .. .>.,..ii'f ,t'"M '+.,'` S.;C �Ntt, ,'iP'e /, _:.' p�.,�.�,�, r ¢¢ j, air ; r,;'3 c i"'r [AI r e , wi s.i ry : F$r 1 . s r +r x „ h $ PMEN 8. Conhoctor shop the local. VDOIi Oftive when work air to or caa9e for o undatennrred , ..,� ear• .:� , �, _ ;? ° r . DEPT. F PLANNINGJDEVE O Rey ny r .�: s �, ,�a,, r� _,.. .�*> :�� . :, e �,: fo,. i, Fpby . i. �,7 .:y .r w: .-' ,: �r- ?" ,.,• :.: n.. a:W °n,. a, k, ^:yy `f, >ai -�- y :r�-, +f%fE YrY:.u✓ y, *,' - of time. W will also 48 hours notice for m k. . a - _ . , � ' � ' y� n �p 4!`i _, .- era. ,-. " r, ".. ,, , ,;2 1 >s�, .� �t l r xi', a ,''E"*% -..- s.•p 0 JJ - u. !.:- t ..-],; ':° i'.' a : }7 ,. ,� 34.. A- e - :.} ••! b �( �, - �.. '1� Ili fY: »,,y' -Y - - P' ] , 9. The Cordractor wi8 be for tmouhtan ,e,�.,.,,�e access W the y from the oil,�N� road ! ( �. g . 'eq^^ml* mg adequat project Jacent pc�ic �„"- n. ,a 3 ,,r ':'�' { ,.,,� $,:: `} wa° ? Aga „ } .'{F �.' ``r`` ,..,r' , j "''! :�i $�' t`_ p ' ;i v Y' yvn 5- s 1' #-, ° .. ," °w,,...,, l �r�v s 3 �.. ► r, r••' 1 s_4-' p`,'k, - -:�y� r5:. ;,: rt, i,,Zx'x ;.., $ ':aid' OOnstrudl011 and ry, d a construction Erhtrorn00 m aocordahm wills the r _ `_ e ° �' :, , ° x t ,, .0 - ,.4' s c;, �:� mtenance }g dC P. ! 4 P a $� p R 1b ," ° b v.•l ,,. k�=ln j' 3 ? ,F "'CL "L'? f141 ,:. - r i" x 'v✓}t- 5 �+ :�: . (,/I$ . �,' .Si+ ,e, ,f , - o_, - '4 ,:uyT t 'f .,# +�.v •u'. a c 4?!' '� : .r '^i'-, _sY '-t ,; s.z. 'F .e, - - Sec 3.02. Furthermore. access to other affected t . •,, h , , , • .ii , r..t, a., bl► Pro A SS ,:i e s.. ,. ,rfl `�Y ;o, - .,, ` b��. rot t A 3 .r , '!T+i., r, .S^ !`':u'. •'S'';.'n r-yt �..',:' i,e, • .., 4 :. , , n-_ •:,, >G .,., , ,: B ,. -.r- ]-- ,. , ' `;,. fir' ,1 , _ q,. . 2 +_N r. -L. i, r; a c. . d n.:. „ t ') i r, a. `� .K t, 7 �tii,` `,i'' maintained thfoul The shall have within the the an „< gx a k� e• �d A i>:,riJf?d 9i�ka:m; x:^._ ' ?.,.. ,, tJ a f �s d .. ..._ � - , . ;,,sties, , ,. -a. -:. .;S ua .,� .,',i r+� �,6 ._it.: h $£'', s §,W -rfR s' . the d a1d� Recreation In Erosion and who ,'' .,_ . erosiorh contCe 'afW measures far i=& ord L _ ° ci • c < � , _ #. s n r? iy i t ' after each roe4 feast defy during prolonged rarhfd. and �cly when no rainfall everd occurs. Pritite d from TOPO Q , Q� �9 9 � �7�l�dflo err ro duct�on s ��lr�r. to o. c o m W ' , . CEO ER . .. , �I H ®�, 1Q. Contractor shed enure adequate Q►axsoge Ev. achieved and mhointained on the site during and at the end d . ' construction: N D E ' . . 11. All water and serer lines within existing or proposed vo. , -of-Troy ore to have minimum 366 cover and, NK L .Aid r0 N `�� when possible, to be instoged uder roadway �a' foaGties conflict poirhta. U 2 r TY 12. ny unusual ubesrfgce conditions encountered ' 'the coin, of construction shall be to . BA VF ® C the otfestion' of the engineer and W. work in that vicinity until an adequate detem imW L0CA TIDN MAP 2 E. MAIN STREET � . by he f11 ►veer and approved by V.DO.T. - ONALaa A. ��� Kv. JR, z . 1 � areas, borrow material and urudercut areas Shull be impeded and by voOT W pkhcerrherht SCALE: 1"= 2004' - BERRYVI LLE, VIR 1 .. •. � e d f�. where, ceR t ls' , o V.D.o.T be W tlhe obtamed� GINlA 2.261 . �y v a t hl a�'testing 95 - 25 {� PH 540-� i 0 nerd aa99to o pro wlh . . Safi be conduct to appTicdfae VA... stands Tilts 14. D ,00dway fill, base 95X theoretroo' I .rthmrinumaoe matenol and of ' storrm sewer trenches shall be compacted in 6° JUL ® • cJ f fill w �'ty. bl!� -99 stMgt hod A, within or minus 2% of 1 O 1 NA optimum moisture a One width any dedicated street rgMrof-woy. the drecikrh otVDOT Irhspecta . density tests performed by a edeperdent +ucy shoo be conducted as in the W Rood and - - ,rfi - . W* Specificolkm A copy of d 'tests �shol- be i�ed to W'prior to final %W opproW. ' determined rueoes,ary by VOOT Inspector. shall be Installed where indicated on These plans and further where 15. VCt1T Stallard CD and t10 underdroirhs . 18. The installation d a entrances . and within a dedicated street -ail- shill meet VDOT . - minknun deskph standards and is the developers respamity. . 17. Prior to acceptance N", of , any streets, shy required sheet • and/or t markings must be installed cry righrt way • 0 r . , , � Approved �y Frederick County .Zoning Administrator ppyy p�n� . + by the dev�Oper or, at •VpOT $avian. by voaT on an basri�•. Stop ag ins shop be thnty (3fl) finches tall w. cl f f o r d & as o c 1 a t e s, 1 n c.oath h* mte aty sheeting• The bottom d the sign shall be sir (6) feet above the adds of pavement and installed a mwmum '. gilbert .. . d four (4) feet from the edge of porerrherrt. Sign pods shall be .d o hype found an V.D.O T. s approved list. A of this . Est mojr be otatairhed from the District Malaria Section. Contact, the local V.D.O.T. questions regarding • I material plaoennerst. _ residenry oflim with any fotrhmaterials wfftwh dedicated street d miust fore tootthe Iooal V.DV.D.O.T. to. Copies of all invoices Site Ion Ap 11!o i air r e wn hence e 8. the developer must provide W the karat V.DA.T, drive o llst of ad � P prova Iid for 5 'Ye s F om Dat Sho Dat airy 44 way Provided ►esidency prior to acceptance of . . , • . � - - . . • the work viola and total prime may be o6scued. , , Engineers Land Planners . Water Ouality . r . 19• Aggregate bases and sub-baxs sfid be placed on the sub -grade by rt d a mechanical spreader. Density will be determined . sIM the density t shalstrip pa s specified rm a tests.. T's certified • A certified - . addition W dhedo�g star dohs, a v.Dlo.T C0p'' d she . rem shall be to the Residency Office. In - �i OIdP Gi'ee11wK�1 Dr. 1�T E. PICadily te 200 . allw shall be notified and given the opportunity to be present during the comstructim and testing of the demAy control strip. 17F a&Wh*8b1 rgr Virgha 22401 err, VQ`ghl$ '22601 , A Asphalt, casaete pavement shall be placed in accordance . with the latest edition of V.D•O.T.'s - . P°IONE= (540) 898-2115 PHONE: (5�40) 6f7-2= (Section 315). Demily will be determined using density conbd strip as. spedfred in Section 315 and M-76. A 'certified comp�im _ r , u tedciarn ehha0 perform These tests. A cxriiiied copy d the test results shall be provided to the Residency Office, M FAX (540) 898-2tis FAX. (540) 665-44�93 err® . I - '' � !!I PO ect N m addition .to dsedrmg stain depths. o V.DLO.T. representative aha1, be notified and given else opportcrhity to be present during the . I + . coratrudiah and testing of the densRy axxitral . . - . . . . . � . ..' . .. I . I . . � I Q. . ' . � ' 5 , + .. + 21, Approval d these plans shall expre three 3 yeas tram, the dote d the approval letter. C . . S�'leet Numb�'rI - ..,. . CG-12 Cart Rernps ( with mobility ) should be comtnucted at locations shown on the sheets or -as . � + dlected by tr,e VA.O.Tf �. - . Q I ✓ ✓� O r /r INV, (811.02 '\' // ,r �''' / !° /` ` PLANTING SCIEDULE PROPOSED eUtLt71NG StrE FOR / STIR #7 / 48.0' TAPERf / I Ixk. I N = 814.00 c�j`° EX EOP ST FOR FUTURE �``' '! Q ' '.; ���' THE DANK OF CLARK'E COUNTY M Mc Roan - 24,4 10? _ 5Q 00' ` GRASS AW_ - 1I7.00' CG-7 WITH REVERSE----\ WTIER SLOPE IV UT CG-7 ' �G G (JY Ex. -� 6 irl `� REMOVE CONC. � z° Shl-zA EX GRAMx\ / 3° 21-B i%' ,��j r- •� DITCH TO HERE » » Es-1 0' c SECTION A INV IN-808.82 r ` >, r ' STR #4 S wiaTH5�c s�rnor, INV'. IN=814.90 r; s STUB FOR' FUTURE 17 IS THE INTENT OF THIS / i!r •/ ;' h'/ Q ,r R2''� '� CONNECTION � � � -- -�- P-. / /V. 42-4-A / ` �, T. PLAN TO, PROVIDE STORM W. H. EMMAR T & SON,`>, ING / �/ / ;/ c�' ,I" A_, �` ''�� CONNECTIONS FOR THE � ROADWAY WIDENING D. B. J0,3 % ® r ` , �, , car PROPOSED PEDESTAL SIGN PG: 4�3Q �,U / \ r f` r, �, c> T 1 ' MIN. FORM ADJACENT SITE. 8" 218, 4" BM-25, 1 1 %2" SM-1 '.5A ZON All, f PROPERTY LINE MAX. AREA 150 SO -FT. ; PARKING N, I N T PAVEMENT `1 A G LOT MAX. HEIGHT 35 �y„ / ;,' / ! r /, / (• • /�' f j n 1 '� ,, ,,,4, 8 21 B , 2 S M -� 2 A INV. = 80 7. 3 �> (� ,itv�5/ ^, r. , / "� T' .., r R : INV.=807,51 STOP /=809.)98 ,',/ P IGN \� NO E T NE (SIGN P.1. N 42.-A --1 ` 6A ,j ✓ , INV.-807.18 �� I / �/' /r \�J� � % /� ,'fRTEN TURN NC31 ENTER HARRY K. B' NHA ll � �� �� �t�� �'�� „� ;', © / �, � � f, � .\� \ R 4 . DS I G N W. 8. 32, PG. 288 �' -W '��C'; ``\\ ONI l/J••(r.;< l/,, Wr (V'/ y:''. ff"'`°`•'`- 5 PARKING SETBACK COMMON NAME SIZE AT TIME OF PLWNG SPACING QUANTITY PIN OAK 2' CAL. 0 6' HIGH AS SHOWN - 4 t3 RED MAPLE 2" CEO,.. 0 6' HIGH AS SHOWN 4 FLOWERING DOGWOOD 2" CAL. 0 6" HIGH AS SHOWN 4 HETZ HOLLY 36' HHEIGHT _ 5'-0. Q.C. _ 34 -- 45.00' GRASS AREA _ } CC-6 WfM REVERSE A GRADE r><r•rER sLOPE "_CG-6 18� Su-zA zi -B Culvert Summory Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 808.53 808.10 10 18 4.50 RCP 2 809-35 808.73 27 18 .2.31 CCP 3 81 i.80 809.55 59 18 3.85 CCP 4 814.90 812.00 190 18 1.53 CCP 5 812 75 811.00 25 15 7.00 CCP 6 807 88 807.20 12 24 5.94 RCP 7 814,00 808.08 220 24 2.,69 RCP Storm Inlet Summary Str. No. Inv, In Inv. Out Top Elv. Type Throat 1 808 73 8013.53 81410 DI-3A 4 2 809.55 809.35 81360 DI-313 6 3 812 00 811.80 81530 DI-1 _ 4 814.90 ES-1 5 812.75 816.75 DI-3B 12 6 808.08 807.88 81190 DI-38 1.2 USE CUIV11VIL RC, AL r � 1. N. 7 81 �.�0 Es�1 42-A 198E .� 1 41 %Gi-6 //` •3' yC V/V�/vIV. CJ!_ +I ? _ . ; ; ! 4� ' ��/ m / ; , \��: AREA .' 8. 80 A CRES q' .. N_1 � , j �`/ `ems USE . `i/A CAN T �- -/''� �lN�' '? as i RIGHT ,�� , f\ ``�� �' ARE.q.' 8. CRES m W 0M �, U Cr' `� , 70' 4 PVC SC►R 3�Ca)2 0'i (r � F �, TURN SIG y�� �, w , r ✓ �/ \� �- \, _, er 9 �. > �\ lflb OUT=811.67 USE' SAC AIV EX. TELEPHONE od I i q / , a %- F-L4GPOLE r �_ \� PROVI-FEMPORAR`� PLUG, F- • �Z �y\\5'`,v ,b� l / % '� ✓ `' < ,VE,•,J PROP. SEINER MANHOLE �\ ,,y e// ,` \/� Q , �cr' 4 �, t� 1 �� - �; ,��-RIM 818.95 \ ao ' r' ,..,\�d,� \� ' INV OUT- 809.60 8,, L' Q� p` �` q/e `� ; � `C j I i NV. I N = 810.2 7 (4")' /' i' - T/ ` / / �' `- /'/ e `e, d `" ';%j/J tip, • \j gak ,t INV.=80��.35 / 0/ Q' / A-\ \ ,� .r� ST '� RSA Y OTHERS ;✓ ? ��. KO '= ACCESS u D B �'- / �-�-TOP=80`I.O� i' � / � ' , ` /�� ��• � ��'� ''-` �'� f ' \\ � Q�'w_ C7 ,\' /v� 'f -`�-. y �� \\' ��/ t � �,.d'" V Qf -WATER �• �, v V. = 8 c► I - h / , h I vv �� .�.' 3 E32 S. F. TO BE 1w C1' - - , / Gj• GJ C, " WPP , . R • 0 5 S D E AL • �C �. - O RIM=807.10 1 \r/. � � � ���- E, . - �� i ,� A� UiRE'D BY THE METE -- f „1 - ,r INV IN-804.15 , ,, ',�» _ _ DEVELOPS rr / .� o INV OUT=804.15 / ff. STR 6 DI- B f' ,.� \\ 4j ,qC, 1 9 �.� AIM=81,5' ,L=12 �'i''�-`'. g� " �`�- # CG-12 �,�,2 ��/1/ '' S 7>. I '' UTILITY T1f o f E p E S l 15 JTILIT ESM . INV. (804.15) (--- / a �f� 1=81 1,3O ,LO/ 2! /' ,p 7 << )Sr / I . 1 `� � ,NV' OUT 11 00 � • /7 �,r j' /' `' �G) �� � �`� / __ -LC -1 REQUIRED tit° E:X32.00'--?4" f STR 31--1 EX. ES-1 TEL. RI"Ox'" �� P ` f RI - 815.30' -� \`, ` > NV IN 810 00 r ,�L S T. COrNNECT TO EX. CURB MATCH LINE AND GRADE r M � l ! �E X . p 1- 3 B 7.40 _ �.. ��� �'� ...---..._...�_.__ ---- L w - LEC r'r 17 TOP=810.Q�\ i ' -,; RLOC D �. ST # 1 1 3� o7 : j 1 - - -_ INV IN=8p5.30 `, l -- - Yf I T c RIM=814. T J ,L=4 _ -�.. - :. _ t- II INV OUT`=-805.20 ` _• i l, . c - _ ' _a _F• -F r '} r- 1 - __ 37 8 PVC �5 �y - _ '� E 2 1 �� TEMPORARY (�0_ I _�EWI_R PLU �- _ ! r 12.5 0 EX. UTIL. C,OND INV. -- 8 C 8.4 4 f v G �I %l-•..,` - {../ ,- - ±, (})( �.f`r_� jy' r ,� + - r - C J ,� /j ', Q-Q• _ c r / O• / ! y`.`�, r.+. _t ,\ .1+viirt,>=� _STOP JIG `�- L - RIM =801•.57 , �- . _,., - 7A, INV.=798.07 'y'' t ;' - EX. 43.79 -2,4.. tom^ =.-, )'A�- _== '. -- g _ i� r' - �. _ _.�.. - -- - - I� �. 2 A JR P 00% -_ _ E - 3 I I�J V. = 798.2 2 � (. 1 . o '---- ��,-��: _-�--. _ � INV I N = 8.1 � �;�' ~a, •., - - /35 10 DRAINAGE ESMT. J I" J ! \ ��� f 8 r EX. ELEC. EX. IRR. - EX. 40-1.8---R.CcrkUw ,�_ 4. .TOP=813.60 ` "_-. r. EX. DI-3B L-; r 0 t'C�� s `\ -- -:�-' �� t9F ,w�_ ; '°� =_.Top <✓i,� i1 r j % c 16 /' TOP=810.OU �69. EX. REE A AOCIATE. \ '".:' I_�i2 $ II>` IN=809.E_5( 8A7. \ f a 20,F � > ._ INV IN=BO4.76 b, iRI�IGATTON TO E3E ��!` - .= --,' .. ' ( ), �� 64 L - I NV 808 f/ ' �_ / ',' ~`` .1d�1. rJUT=804.66 ! c -- REI_0 TED TO AREA SHOWN :�': � : �- -'" - `j `; - -- `1 - EX. 36' . 15"RCI�CQ 2.03%- ; �, ,ice � T10 � OI�T= 5G E� -`�----__�/ DNS. , r .. STR #2 DI 3B� 4 TC)P �v•` ,/ / ,�j�,� ``�-� ' R M=813.60' ,L=6' - ''"-.' `- - INV` E.. _ �. , CD 11z_, _ rr - _TCP"- 8 13� INV IN-80 r .�1 EX. 78. r.4 18 RCPO1``4 47. ! -_`:� _ - INV IN=808.2 �17A) 20 SEINER ESMT. / M / ENTRA � _ � -. f _-- � INV OUT � EX. IRR . C O N D • '° 1 E X. 28/00 - 24 24.00 --24 I' a - �X. 120 -�3 SDR-35 2Q , f,J / r?4 ©1 RCP©0.83� 1 r PVC C� 3.20% / , �� "~� E: X . POND OUTLET -- --- 1 �.1 I EX . SAN , M H NV. (8 1.01) �, "-'. 1/" EX. ES-1 1; E Y. / Q ,,;. TOP =814.50 { a, I P.I. N. 2 -A -198G INV OUT=807.50 r- INV. 10.81 SEX. ES-1G' B2 (� ) \ / 7 / EX. INV=803.88 f� f� J OUT-804.38 _ 1 INV IN 804 6(� n /. �. t �__ -- _ _ T- _���� -_ _- - - _. ___ 7 . _ DRAINAGE EASEMENT----� X 8" METER '; USE A v �\ , FOR IRRIGATION) R I GAT I O N .SEW - / __- - - -: _ _ - - 8 SAN. ER TYP, � c! a - / - _ .___ti _-- __ - EX \, 1 , , A7. 436.65'-36" CPP@1 26% - +btH - - 28 - EX. ES 1 t R1�4 8�4- ,, _ °. ___INV IN=812..E _ ( INV.=805.85 \ - ;'r° `'"`- - �t.'``�`-_� _ .. _-�••�``'_.:'--=`><. ------^----�..._��_. _ _.__`._ . _ ___.._ --__ w_ ._._... -__ .�_� �2_.__ _.� 1_ w-- ,� Y`.-• `:..� � .._ ,..._ ___._.. - _... p •�•,._ _..� .__._ �11�L,-==6.Q�.80_- _. __. �, �� ji ' A ,� 15 R INV IN=806.10 If j ><� ; ZONING.'` -_ I` _,1.NV Ol.T=806,00 S DES. 90�z, PG• 97`--`_ __ _ -� 20 1f? 0 20 40 USE .' RE SIDEN TlA L ._ �sPtiA� r ._.� '--_ .._ --- - q - `\ -_. `, (lh FEET - 1 inch 20 ft. ,-•�'�'- ', ow -t 0� ZO w r r` �woa \ k`' _ =814.00 1N=810.00 %` F 6UT-809.90 ._ f•, f X ` J /f 3 DRA%w By. S.A.A. 'INV IN=EI12.2` MCo. CT NO. I N V.y ) U T == 81 1 C,A'T1E- 07z 2 ,q >� f fk�f rr ; SHEET A? .-cF--5 21 %1Z - 53 / ` t / ALL r �pT ELEV,411GNS /?819.'� / ? \ _ "' ARE FOR TOP OF CURB `~ .. UNLESS OTHERWISE. SPECIF ED 1 .5 00 l Q Q 1 .. 814. FA1'EvIEN T > T� 81525 84 INV. 1� 40 7.168 \ W t `� ,• .. INV. C� % r %i 08 WOW oo Cl IJI 1 E TC IRIM =81 I h ti i - �. STR DI UB e 3 b INV- I N -- c30 4.1 5 �: : �.> � ; "/\��\ , �� � � � � . � •-` /' � ;� 1 � INV. OUT=804.. 5`; STR 6 DI- / �_ _ # ti `` �\ I l . OUT — E. - � _ , '18.�r�. 8 INV " - ;y BERM so w b R , 'RfM-81 1 .90' ;L= I., 1 — ECU RE �f / _ T _ , 190 b.0P -, •8"1 -//f � �1 x, r TC • INV. IN=80" t 1 i 1Co h. 20 / c t a T 6.0 'V. I N = 81 .0 0 , - EX 2 00 - 2 4 �' , TG p I _ `f f.' ; •ff _,.;a,_� „_ � Z! n J� R (- PCB 5 : 4 1 - ---- j r O //,< _ J ry `, ♦ n _ .. -: \ ,\` \\•\ ;\ 1 t -.,- `'y,,.r - i , rr 1 0 LEI 'd n: ui - . Li - ti r \ -: r / C E X . D I - 3 g r ' M = 8 fi 5.30' B ER-`.\�,1.5.10 815': a ;-.._..-�� ,/- 16- _ - _ f I P _ _ - �„ , > `' 17 10 P = 810.O ,� �� f' I _ 13 . Ci .� _ '� 15.3 F `--" _ �'' / • `� _�A :- - - �' -- _ INV. IN=805.3��� 14 �A • � 3 INV. C'UT==805.2�,,' S - __. _ --- _ _ _ - -- -- _- -_. �z_. _ ,/.• w :- 4.10 —f y � t FV( S 35 2i'� f - I T E,� l .. .: .' C� � `. `ails-T G EWER �CZ,�'`-- ! � _3_ER_M � 15, k , -' � :� _TC �?` 1 ✓ f - f �+ \ 15.0 8 L-1 i I�-�1 N -- 8 0 8.1 - 4 �h NV -8�08 4 18 TC - - -` . J n �pjy'' F R t' ^ . 0 0 /O .� ( , _ ,.,,..."_ _ _ _ , �,., T-x�^�.1� TC ! ! �TR �I— ,TCH EXISTING c .9 -EX. DI #G C B PAVEMENT LINE — ' - ' $ P 4:-, 16.3 f ►.`' --f--�--� r E X . D - 3 8 RIM = 81 3.60 L= 6 ;,� r- EX 40� - RC< o �2 - TO`$'13-64-- y. T� 16 % T�0P=81 U.00 Ar�D GRgD€ ��, '- — ,;-, t EX 1 1 _ $ ►Imo,, fN_8G9.•?5 INV. IN=804_76 �'i,•7 '-------" ,`' _ //00�#�: .<y � �f }' I }�._ / 'x i _ .-. .... •rTr. ..-,. r,... r..,-.....,-..- \ , •s.'=�±_ -` .._L C C / .. . . r.\ .y^ r. r.• r r. f1 "-f n .../1C` r �f ni.- r %- r r ,t/ �J R� K� �1 G� • C �•J DRAWN BY, _ S.A.A. PRC>JC--C:T NO. GATE: _ _0 71 SHEET 3 cc � I 1") NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZGNING ORDINANCE. 2. ALL UGHTING IS TO BE CONTROLLED TO PREVENT OFF-SI- T GLARE. 3. NO pUMPSTER-PROVULL TRASH REMOVAL. SHALL BE. BY PRIVATE 4. NO STEEP UP , WETLANDS, WOODLAND, OR OTHER ENVIRONMENTAL PROJECT SUMMARY --PHASE H and TIT L.ITHOP�IA fCAI� 4DOV� MH 3—FI);TURE MOUNTING HEIGHT—�'2' TAX IDENTIFICATION NUMBER ----_--- -- 4'?--A-198J TOTAL PARCEL. AREA -- —_-- 0.90 ACRES %P LITHONIA KAD 400W MH 2—FIXTURE MOUNTING HEIGHT-22` ZONING ---- ____ - -. B2 ADDRESS NORTH FREDERICK PIKE ALL EXTERIOR LIGHT FIXTURES SHAD. BE SHIELDED n • CURRfNT USE PROPOSED USE --___-�. _— ---_ VACANT00 BRANCH BANK ,, . FLAT URES EXIST. 3Q 1 HAT DIRECT QR REFRAI,TEL) Ul om d ROM THE 8 2 5. ALL FIRE LANES TO !BE MARKED AND POSTED PER FREDERICK COUNTY FIRE FIXTURE IS NOT ASABLE FROM OFF ---SITE. OEi�ELOPEO LOT AREA- _- ---- ------ 0.90 ACRES MARSHALL REQUIREMENTS. ; 6. ALL UTILITIES TO BE PLACED UNDERGROUND r SETBACi�S 7 , S- SHALT_ BE t LDCATED 3 ET, FRC1 FACE OF CURB A,FID 10 FT FROM. LINES. f --`%N HEIG . SIGN AREA= 100 S.F 8. NEW BU113NG SHALL COMPLY WITH VIRGINIA UNIFORM STATE WIDE BUILDING CODE, AND SECTIONS 304, USE B(BUSINESS) AND 311, JSE S(STCRAGE) OF THE "BOCA NATIONAL. BUILDING CODE/1996. -OTHER CODE THAT APPLIES IS CABO A117.1092, ACCESSIBLE AND USABLE BUILDING FACILITIES. 9. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCCRDING TO BOCA ANJ A117.1-92. 10. HANDICAPPED ACCESS SHA_l. MEET ANSI 117.1 SECTION 4.1 i'1. HANDICAPPED SPACES AND ACCESSIBLE; ROUTES MAY NOT HAVE I;ROSS SLOPES OF MORE THAN 1:50. THE: ACCESSIBLE RCUTE SLOPE C:qJNOT EXCEED 1:20. 12. ALL PARKING SHALL COMPLY WITH THE 60CA NATIONAL.. BUILDING CODE: SECTION 1105,1. 8115 814 312 81-J 8Q 306 DATVM ELF, V 804 00 REQUIRED PROVIDED 820 FRONT 50' 76' SIDE a 3fo\ 0 LREAR 0 98, DUILDING HEIGHT 6J' (MAX,) LOOR AREA -- - -- -- - ,500 SO. FT. LOT AREA DISTURBED ---- --- --- 0,90 ACRES FAR LLOWED - — __ - 1.0 FAR —_______— - _r __ 0.06 816 MINIMUM _AND!;CAPED AREA -_ - 15% 5,881 SQ.FT. Y ' i_ANCSCAPED AREA PROVDED -- 9,435 SO. IT. Lu (r E&RKINQ z 8 I4 TOTAL, PARKING SPACES REQUIRED -- —10.0 (1/250) 0- C.- TOTAL PARKING PROVIDED STANDARD SPACES — — 17 HANDICAP SPACES =--- -- TOTA1_ SPACES PROVIDE[) --- 1$ HANDICAP SPACES REOUIRE1) FANDICAPPED SPACES PROVIDED — 1 OADING SPACES REQUIRED : - --- ---- 20 ! /I3RIVE THRU eA, n OARING PACES I 1 91r ______--__— -- 20d d-��---�- RKING LMDSCAPING PARKING LOT PERIMETER '—__ 39I Fr. ?EPJMETER TREES REQUIRED - _- --- @1/40 Fr.) 808 PERIMETER TREES PROQED 10 INTERIOR TREES REQUIRED --=---- -- - 1.8 (®1/10 SIR) INTERIOR TREES PROVIDED -- ----_— - 2 CIO IOTA' TREES REQUIRED 1 , 1 DATUM ELEV ;� 00 o II j PROP. GRADE i i �\ I i j 1 j I I I �1 I 00 x 'say-- I -- - J CK) ->, « J CC) 1 u-, 06 0G C, oc, 00 00 00 TOTAL TREES PROVIDED-----12 8Qe. 0 0� 0� 0+ 40 PARKING LOT LAtVDSCAPiNG REQ'D.------=- 45,5 SQ. FT. 5` OF 01011 PARKING oft SAN EWER LIN PARKING .LOT LANDSCAPING PROVIDED' 600 SQ. FT. C'«) _ fir'? N,U? CRA}�. IIC SC9LLF GPI CIO 20' 40 I — It W Ixt II I cI OG I, ,Z 11 . 1 INCH z 20 f7: ; fORIZ - I 1 1 JACH - .2 ,r7: VE-R � 'a � � � _ > ;� � � �_ � ;y cliEl ��IC Si I I I EX. GRADE ---- '` PROP. ADEcl i EX. I PROP. IGR�iJE-- - ---- - z o ov - -. _Q I . I I I I I CCP T I CORRUIll, BE SMOOTH TED PLASTIC BORE PIPE � `�-- , r K I �` x, tL` tl1 4i r} tt Mj r )' rr Cf I +n 00 i (k:l 00 00 00 a) 00' aG Cx 00 CO 0-00 0-t- 40 dCl +K 1 +20 1 t fi0 r )0 TR 1 2 4. +4) 2+60 O G� 22) V) `+16' Q z Q ,916' r'14 - Ic 816 P� a 80e. F DATIJAI' EL4_'V 8 806. 00 z n j '• (r; r�. ap ap v 815 876 814 8i> EXTENC� LINE 37 FT TO MANHOLE IAT EXISTING SEVER LINE GRADE gC:„ �. DATUAf LL1,J G' Ex GRADE, i P I )P. GRADf \ i I � i i� , I i { I I i i 1-i r a, G r\ IoC, r INCH 20 1 INCH = FT AOWW ? ,rT. 6'F_ RT. 11 00 g ? I I I PROD? CODE ---. I ..�t ' C6 - 12" 24' I C RC 5.947 rn aC a) I C* 1 a>a .213 0-4-010 C+40 ' 0+80 1 +f20 14,60 TR 6 7 tt 3 Z C� S i 17 z t 0x 4I .� 6- n 0 V 0. N►0 2+00 2+2C DRAWN M': DATE o6 ,- o i SHEET 4 cpr 5 • • .� I • l I • n - a a •', • - ' •-- _•._• The bottom of the curb end - V .,/gutter may be cunsOucred parallel to the slope of sub- `�____e. Qf surface courses provided a minimum depth at 7' Is maintained This area may be concnte at the option of the contractor This cure a to be used when design sped Is 40 MPH or less off Rural rn gh.roys and 4b NPH or /bh: Card. curb 9 gutter havhq a rodus less .n developed urban a suburbon of 300 ar Ins (along face of cub) "t (frees be paid for as radial cornbonGten curb 5 puffer This hem may be precast to cost in piece, COnUlis so be Goss A3 A coat in place, 4000 PSI d precast REFERENCE" COMBINATION 6" CURB 81 GUTTER VIRGINIA DEPARTMENT soz rt TRANSPORTATION 20103 I toTR 41 '•_--•-�_-- :• - y: a - _ - _ The bnNOm o1 the curb and Ounce ray tx carts+.ucled naranN to the slope or cub- 7t._.� 2-O• surface courses provided a --munn depth of Is mamlowwd. This area may be concrete of the option of the comroelor This curb stroll be ,nod when design When cornhetoldn 7R1nk,bk cub and gunner rs speed is grouter than 40 MPH on usec, ffne Standard Entrance, Gtdws or SW4crd Nils Corrib curb a goiter hating a radiue Rural hlgh.letys and 45 MPH in Co•nechon to Streel Mneroectiorn aro to hove of 300'or Ins (CAOM face Of cub) shed nevalopad Urban one Suburban the rrOxcurb confWalion Incorpauted tobk be paid to, os rodiol i imbtnatlon curb 6 oraos, gutter Wor ne" s srordIS to ba bed Into tbasinq T his item may tK precast a cost it place Dtarier curb, it* 110 FO, IS to De mode oNiMn m 10' Of e cronrge +r. sTondords rnwe at rote•der 9emq Cone rob +O he Class Aid cost m place, PSI. 4000 .f precast COMBINATION 4" CURB 8GUTTER SPFt IFICATION REFERENCE VIRGINIA DEPARTMENT IC+S TRANSPORTATION 502 ?0104 DI-1 seen-1.to",dM NOTES -- ~Ha4 (far Void. 1-2- for deals ter Sld ST-I- Z r e 1•ni ..ec rvre wa000vo e.pm ibf •w ii far roarer a•an woo sionavd a w T(( � W+nn,aWt.d a•DIDnt the dnerf Is to bie h p•d - n IS I Ttm, ,n oe<frwr,c. .eta Stator" pia.. L ` I :,1 IB s F 4•eop,n Aaw c of fur MsMrp Ong DaClsrqq al nrparah '"a"ll to we A A M r s6a Te.a "It." r. w rof nt`101 rn 1/e W rn t+d for tn. crap 1 411• ft.s r.ew IY-t•"-ISir i4 1a n'Fe .obi wnlpNte 1 1 ThN no. nil M aeCa.l « rail r, Drat! ant cM' ro ttikf CDr1C.rle W b. CKs. a l fy a•aca•r L,.___.._�_ y}, tie. snooI 1n305 tiff 4'dbw,uoe snows oe rb 9a-'J ds and -Ifiod w an rtrple. err' M .1•o.rrW frown 1lw,,wrl d the 5ECT ION A -A hen rare'Dtr fop of fti uses.. Plan I �-1---'i are Csuiniti- afe eta to n,~-Q Masses Ono IM •i 9�• abaci Mvwptf Vol r be draw,.mc Lr 1rc Cmirotlo. ftw h.i r-of"- PLAIt • a a a'slooan xws p agora 12' CONCRETE IhLANTiTiES FOR MIN DE PTN I fiats C C b a plokve r, ell v.•r odisc.w ~.t"""" w r.�r Or nw ar+Mow . For- so, ne dlhw ul ,f. •b,CNe. Who ■,ern ul nr '•.w1•. 12•C , r40 C rM CownN• • wooP new w . 12 .12 e.rr hfdre• III aPP''vq wcTN to P•r•i v Dupe '3-[art.ple- n32a Cur. rase GwcrsN a t/ a. �d Ah I et end morfr Ic pavan sdnerq a os^•i1 r A. v. e,.n.:lr, tbrt tarn b CbM IH•'1e.n or ad.0 7011 ItNI.+r•. fN,Nm{nt nolr.nl.w lore era 0 aS �w<n, 1.-*. 4 11 I -if to.r o 2-44 100 wig 6. N-car,[ Pibe - `42a car Mo cwn oft ewer, (lapse ural a nikbd .. M ;era atl torn lnh c ,vdwar• left a %ood fit leery to mode&. Soo A.Mn d T 01 3,4 r aP,e.alpe - L41 7 G v'r OrtM AN 0 40 Lu WO Da aaMrMld roof a aelN. It..r,rore ou,■Oe a .In. ow- ---------..`---- -'- --- }stcrpR StEil istolow CAS' .RON qR-4`bnq_... f"3}•'--{^tu0o to be 01a .~ 1 I}r-ego'-1 .w, tarot n Omni, 'UI _ 110 _T T _ _4l t ,thy ofWntrf. mrhod,t d am -9., c . `Inq H. wirvo or n. FrJr . l Try are b.41,,od N. of gal pal /a -- (lptewa "i $left I set J bo 15 Rb ; ergo •. na.n Pbr.ce i.l{Ci�arfet�eseTv ergiI k>a �oVtrA .t S.aTl.teMat. CAST I1 I� 1j .Cr MOM firfa4' la .G.Ol SNOS,.a, r,. 4'w tarot( roe• - 1 � --I I-i f 1 SECTION C-C TIM-a-0 APPROXIMATE WEIGHT SECTION 6-8 ONIEIb1aMS FOP Cat iron WON OSAv [AST curt 363. INIts DETAILS OF COLLAR AND GRATE INDARD DROP INLET SPECIFICATION S.T REFERENCE 12 PIPE MAXIMUM DEPTH (H) s 10' 233 viRGiMA CFPARTWNT 302 I 104M Prune coefficient leaders DO NOT pent firm pal lender a batch tips craossss rrubbing or --___ J cMancha Prune "wow crotch angles DO NOT slake or wrap toter *cub tivilt unim necasory _ --1 Rune bfoben Wwdms Removed togs and lobes Prune suckers Cut away all bairig ropes 2'-3' match kept away from trunik Reniae top of wire baskdt Sol well to canton waler ' -t'y':i:.»:^,.• •. ,S rL'•. � - D bocce soil Odeo and score hole ad arfrdY baoldil aa6ar 10 setae sol, firth Rdllove container and cut crctng ----*so far water droinoge Leave sold sail pedestal - do roots A container -grown, or as much W dig deeper than bd depth burlap as possible / field groan Nq hark 2-3 tines root ball width J !1� PLlillldt DL= N Wade .J ►«.bar^ .owv IRed1r-t 1. e. » A s I.Ooe a iwa.ae. .neon er 0-11 " �^•a"•r IRaduo le be Its G `` Bedell-Iblwtion end ^ on �" 79141 ��'�•t� t Ste. tx•sl I it s .�,• •floe •.-'s•' 7- b:i..A•••b. A can Ata.Es -- - - - - E.D union t • f ! E,Densrpn Idol A to SECTION C-C NO wAth Ir 2'-01" or as 4oviels reW.ey -- dw.n ow t epic& sea Iwr PLAN VIEW CM•tryrt C,.df mango, o•tln It ".b.k cure teq• of SAsde•r 10• P« a►eFc Cv vo a e Ibn. « Optbna /roe l Irie Siva. gdnq. fa - - - - -- - ra.tn. - - - - -- -- - - --• -- - whan Ste. CO � 11 I. u$ad 0-onu-0. bun ----- n con0r 6" .inn Vppl p•aj.c/t, pive,• • x lea.. . Chyrq, __ nano iM rWo.in•, y E'! 1rGWrrw -•town shoabO ro #rutted 0 pp Ia la, far SIINI Conno.Iim I. The ft/w 11.. 4-apt WV subvw. stebatomon r.qur*d fa wKifeens ` 20' Dabablt lot,Conw,e.lCMt. paverr.nt oh1ch can M o.itt{d n S •sn Ile. onlrarne + SECTION A - A ♦ Rodr<uro ., -did lion alb and prfter 0.0ml se ae"str.Ntsd tNnd ebth R/w II- rwceal 1a "Iflocit- putpos.s. Guidelines for Grade Change NAM Voted to canter clbn erne star note - Ce-3 •t M-7 IF* wtb Foe• on Into Sta"It is to tie a0}wt•d to malcn tM Entlonce wokrnt a.stdlo wo-m" -WildYs -b CMteur.lkn For Ina. IF- ism VPC) 0 , 3 X See Standard cc.12 far Curb Romp design to N a.d .N. h if. 1.1 derd. M,dum f300-1j00 VOW 13 r • Y. Nh.t1 tIr rrtr.res roll carrfl accommadane 10. (41. than Sara VOW ! 6 Z 11 / IF,. i'r ona r.4,i •n1•nle of .neetp•I.d 1,-,Oaea tt oiiic•canaNerotbn "odd b. gher to ' :+a.osnq flu drPln or adjerant O'.0"IrO •IdwoA l0 7 Mohsf. Iloptlorlofl-lino pure be wood tar «nuance, Option& f.a.pr w.y require .-DM, el . par Con of euttar to accbdn ii-drg of .Her METHOD OF TREATMENT- -' - CONNECTION FOR STREET INTERSECTIONS S02 AND COMMERCIAL ENTRANCES IdItICIP" DEPMTMENT Of TR44P00TA7IOH 205.08 DI-34-38-3C Ir.r Sorter rs►,Wrr.1r-cc robtder«�, a'«.r «p,.nl :rwv.oese pen. l:bs.a bownr,q celK�•�• •.poi rllt.e•ni arosaNr M'Ja won ��•'�'t ►. r.rlwetwf i••C.{f war �gr.bMrra �ep,w1�.se�Cme.• .warn N F►• plan• �f.e.ebr Jo'. E,w.1.r Je.w/ a2'<•. L_Bocsa srde.e�_�-yam..._._ s1w-ar y 1 (--•,�y�- -�M ..MN •f WN felon. a caner j l _ T ,. - «. ". Ica ) 1 . r; -af C 104 / �I r r. I Ter{ a rWse ■� f,rur ra i r a •'4 ww,•we,.�"i.�-t. r I *+oae XMiLs SL73T �T�T-TT.SSS7�i ......err t: ;i '-es r y,. • . ••. r cos - row soar h 4 \] -L ` 0 all. C.,," r<w.a tiv •n a �'•a cow coon .a. J �} r No I..NMtw« w e.eo1 cob •r .,f ruww Coto, 9- 1... M .err Mier tattl PLAN ` • • aw,bM r .M1 i{M w wDYa w lei l• -- a vu, Irrs - wl 14(9h r7 N -6. Core a" e.tt. I {- -- an L irL Ii�� -fpe-i or' ---�.r-_:+ _ err,._ rr Ca•-------�..� rl.-t-.t-.� TION ! SECTION a s A a ------- ' -' ,.re :.err +..I �.. �- /yw•w. err 1 d ..ei ,��r q r {.N•i'^ww Q tine A n•v OVor l wlb Cc ! e cC snano.(, rs•Olwy. FRONT ELE'OAT,ON 7tr a oar ew.r ••.t x..« J le.tr "roar ww cO r a Co t $-A.w y,e, ff•H.a:. w.Nn - .. a .•e•evw .ewnwvNr.kaee _ 0 {` . an •. ee A ., n, • •err N*-1 a are norm r'p• n i. es1 w collar. ,•u .,ip . ••S o eN4 M�~.. ,d N .hcM.w +.en I rr ••wow err. N aged .irn t.ef«•I e I .o•�w w••. a" nw, nww.a .r,.v " a+.n bsa■r, w eorna^e a .ra.b a or iuelva Nr rw., • •rob .r or•a,r« ,•«I 0. , -r-z - r ? r N.,. a .rw,1..r <wtrewc ..+ ...ewe ,r•fo n Kce,tN[. one M -1 ,•ewer eel ti r,Rr, UofeN lore ar bN.•aoe r eo P.<e rd F• M Mnrnr• .w, Or O OJ oN{,nvrewr • awV T Y ."" r..ir r. %Moos lYowea I. -W 1lew..t...o,orb.,a hen, r. rf--- ;-r-1or • , �-- r..i.w1l.l.w awe ay.NAr off e.w cab err err "'lo• •i'k- - SECTION A -A -' Or -!A OrS� I DI= aC f-L-n --- L - -- r------- s r r �w M _. f• � wr,rWe.. "Ie `{ 6 I ' r-r .._,1.. �.... - e...rr .. fylMe'. rw te-1 M aD I wYaa .M �M .o.". M.,r•,orro".a. N-.,,.•./- 1r- .r •tr rwr+w DElwrl awtM Va[a dra■twen •tenon •n Iry .,orao a ona ep•l i I,N or fN pan .nl oar .. •r .w t,.ar+ •r rn. u„ tm,,,r. m n. ,.n w i.. r"w ter. pen •"• ..rt r ur llr nv, f ore or••, M epee. r oI.N dr•eman .e�rean.Nr.M„I NI n«v,C D.. pOr. nor rM ekWlMtw,nlrwn. NACE :a cum WITHO.T auTTEA .Mr font •".Vr, M rN CWterip r o.• Ill. r<rdrbW. or••r rn• , err v . r vow, M• rt po. . r r .e.w. 1• .race n.•rn.err.r.nwr.. r-rr. Shtet 1.12 STANDARD CURB DROP INLET - SPECIFICATION 12"-30" PIPE MAXIMUM DEPTH (H)'8' NFFNC _ VIRGINIA DEPARTMENT 10"J TRAMS RTATION ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE 4 STEEL REINFORCEMENT BARS OFF SITE. #3 STEEL REINFORCEMENT TIES 0 1'-6" O.C. PLAN 7 I LIGHT POLE 1" TOOLED EDGES LIGHT POLE BASE HAND RUB FINISH ON i WITH COVER PLATE SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE NONSHRINK LOAD SURFACES. PAINT BEARING GROUT YELLOW ABOVE GRADE. 'D ANCHOR BOLTS FURNISHED 31_0. WITH LIGHT POLE. BOLT SIZE FACE OF •+ PROJECTION AND BOLT CURB GRADE '" P CIRCLE PER MANUFACTURER'S RECOMMENDATION. 8' GALVANIZED GROUND IA" 0 CONCRETE BASE ROD. BOND TO POLE. P.V.C. CONDUIT AT 2'-6" 3 STEEL REINFORCEMENT -- %� BELOW GRADE TO PANEL TIES 0 l'-6" O.C. / J4 STEEL REINFORCEMENT - `� NOTE: BARS ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT • �• NOT TO SCALE LIGHT POLE FOUNDA ON DETAIL !i11�r�` / ►'Yi r . a i .rny*rp - it cantle AM-150 li 4000 poi � l JC L J.a0,w1mok *W ., WA all 4 miffiaf sik of Ifs *6areIII beOW Vb'0 ring 9f1'd A-- �• pNpe Y •TedNk c•anitial to be bf bfIY dw i fed dread to p,wide a Sir r-0' tot guo todo in to aA, Rift is d altwAs 4 of hill-td Ihar a" i.' MIN let e Is im !� 2 toP d Dfa . . . 1 • .. - �. e • • "� O 6" bWq slope ►DIES : I. to A* s clim *d hie • a1w1 aatlq d gp eal Basalt stir podq pb Y Ytiddin 2 I �anele be ids W taatY a�&d lit is adw cod" of a* pulliti. 1 Far tip alIttilintit a" floe qq l by din an did Ro-aYYI Valli. 4. SIN it prod eNd mollirta Yard It Akron al This 5 Rd M o*q Ad be well am ddx w*4 (11 it or Ida) Witlta STANDARD MANHOLE Figure 12 r a a• :, e rw�: r ■■®�f� �A� -1 f■P •1 •# ♦ .•w,ejWsit 13 i•d . ,e.,ea�� � i�/tI' b�1•� w Its ftL sm Ow -imi-4 ��'i .. ,rbL w_..._w . ..._..-..- /t•� a �l�► oll It1 ewl,�ri1➢ 1Prlrl���rr J. •ar rat ��llt:rws�la��.re+ I•�rr. - a• , i• `i il�l� III loullll �I I -"'I'I _I111'1�'IIII'3049, o I r ■ • -• e CE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4` 'TRENCH UPSLOPE ALONG THE LINE OF STAKES. a'Mlx, FLOIr I III 4- 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND 4. BACKFE.L AND COUPACT THE EXCAVATED SOIL IT INTO THE TRENCH. lu FLOW SHEET FLOW INSTALLATION (PERSPECTIVE V>IL'l/) POINTS A SHOULD BE HIGHER THAN POINT B- DRAINAGENAY INSTALLATION (FRONT ELEVATION) W= AhpW Iron u WK 2laeraeea os a7� S T ONE CONSTRUCTION ENTRANCE 70' NIN, EXISTING AT 3. PAVEMEN 1 s:, FILTER CLOTH 6' NIN. A MOUNTABLE BERM 7' (OPTIONAL) SIDE ELEVATION EXISTING GROUND !I 70' MIN. �•�- B VASHRACK Fla NPl (OPTIONAL) a- 12' MIN.' I� EXISTING .•�.� PAVEMENT I T VDI7f 17 POSITIVE DRAINAGE I 10, MIN COURSE AGGREGATE B TO SEDIMENT " l TRAPPINGDEVICE ` MUST EXTEND FULL WIDTH OF � AND EGRESSOPERATPLAN VIEW Ir Mar. ^.vy •.` 3- MIN. ;Y^yr f: 'Y'+Qj 3' MIN. FILTER CLOTH arfw,c SECTION B-B PLATE. 3.07-3 SOtIlCE: ADAPTED from tflt3 lintel Smdml& for Sall ■ado ad Saud Cnllel altl ro, DSIC GRAVEL CURB INLET SEDIMENT FILTER / r GRAVEL FILTER • 12 = RUNOFF WATER MARE MESH FILTERED WATER 1 IN Ar r IT SEDIMENT CONCRETE GUTTER 1 Y \,- CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT /3, #367 OR 6 COARSE AGGREGATE. SOURCE: VA. DSRC PLATE 3.07 general bock ltf e• 24" carefully compacted Matt bockfal stone ag9r"( concrete STANDARD I ' e CONCRETE CRADLE „r,ra, enter-w,wr s. a" 24' carefully compacted carefully ofenents select bockfill compact. *„ "act back _ O.D. e 0 1/2 O.D. Plek 3.02-1 orefully compacted bmkflt D. stone oggropate concrete CONCRETE ARCH CONCRETE ENCASEMENT repove to 1-1/2 tines original thickness out to De mods at tine of replacement. 8. ;s D.D. -! entire trench to be compacted 21-A � U ' V.D.O.T. PAVEMENT REPLACEMENT TRENCH & BEDDING Figure 1 PA CEMENT WIDENING SECTION AVT TO SCALE METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8'7c3l4' or 3/4" 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH - T 1" 24 in. Dfa. Non -Traffic MC-30 (Frame) WITH RML-1-T (fop Lld) Traffic MC30 (Frame) WITH RML-12-T (Top Lid) varies as required corporation stop 3' stone bedd' 18' 21' surrounding t3"o�x 1 • 36" min. 8' min. ; type K copper \ tubing, continuous without joints from water main main to meter METER SETTING PARTS line size meter size Yoke ang le yoke ball valve angle check valve expansion wheel 1' 5/811x3/4" Y502 BA94,224W HHCA91-323-TV & C84-34 EC-23 1' 3/4" Y503 BA91-323W & C84-34 HHCA91-323-TV & C8434 EC-23 1' 1- Y504 BA"-444W HHCA94-444-TV EC4 treated Tx 4' with top 6' painted blue meter cover set 2' above fln. grade prior 18" to sodding meter by VC.S.A. --- meter box angle check valve with drain valve angle yoke ball valve LJ 1" 2 n. 6' stone bedding CtNb &glitter Street NI � 1 to t)ad( of °I 1 INSTALLATION NOTES: 117- 1.-1 sidewalk 1. Exact location of meter box assembly Y0 in ease to be approved prior to installation. 2. Water service crossing street shall be 1" type encased in 3" dia. SCH40 PVC or 1A capper SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. 1" X 1" TEE (T444-444) . N N rr rl DUAL METER INSTALLATION 5/8 x3/4 , 3/4 & 1 METER INSTALLATION Figure 5 SDR 35 spigot 35 by geslatted bar RSpq 21 Bpi ben 46' bend gesketed loaf l (see flab) ��p� SDR 35 8'i4' gasksted be4 Wye (!]9e note) location marker stone L 2' 3' minimum SDR 21 gaskeled I� and fittings SCH 40 solvent weld cap Property_T 4' pipe at 2.00% mirdm rrl grade concrete cradle R top of main is greater ttren IS deep N min. heeled 2"X 4' With top 8' painted grow Note: If top of rosin Is greater than 15 ft deep use haavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 15 a 12' 21 LL O U.S. ROUTE 522 0 Lin U _._ SAWCUT EDGE o - -__ LLJ CG-7 EXIST/NC VIVNT 1 1/2' SM-2B / - -- 12" 4` Bid-2 ! /f i oI 8" 21B / " MATG h' EXZS1;NG C::RC51S SLOPE VARIES PROPOSED GRADE Z N P m F 0 SCALE: 1 �r-20 DRAWN BY: S.A.A PROJECT NO. DATE: 07102101 SHEET 5 of 5