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HomeMy WebLinkAbout08-99 Ralph S. Gregory - Aylor Road site - Opequon - BackfileCONSTRUCTION NOTES GENERAL 1. ,The contractor shall furnish all materials, Ilabor and equipment and perform all work including restoration for the completed installation of the utility systems anrd all other improvements shown or'implied as necessary for the completed facility ready for use, Unless otherrwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specificcotions of The Virginia Department of Transportation, Virginia Department of' Health, Frederick County Sanitatiion Authority and the contract documents. 2. The engineer has attempted to„ locate existting subsurface utilities; however, such may exist 'that are not shown. The contra( or sholl exercise care in this work( so as to avoid damage to any utilities. Any damage shall be thp, contractor's respponsibility. The contractor shaill notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. An unusual subsurface conditions encounttered during the course of the work shall be immediately brought to 5.e Contractor tothe obt nn,natrh s ex ense, all npermits required en gand/or p p eq y dhere, to the permit ' ed of this work. and shall faithful{ a conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted' to -the Engineer for approval prior to construction. All cutsheets should show existing ground elevations at centerline of utilitty, structure or road, and offset hub elevation: EROSION CONTROL 1. A Land Disturbance Permit ,will be requiredt prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department'' 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia - Erosion Control Guidelines and local ordinances, and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously, maintained throughout the period in, which areas are denwded.' Areas shown to be ,surfaced are to,havellstone base installed' at the earliest possible date after establishing grade.; No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. 'Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected. area. 5. All unpaved areas of the site which. ore dlisturbed by this construction shall be provided with 4" topsoil, fertilized; seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. - Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be rmaintained at all times duringconstruction. Temporary street signs must be posted as construction begins. Contiractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstruccted at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick Count Sanitation Authority, The contractor shall coordinate with this agency and arrange for inspection byr the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the, Frederick County Sanitation Authority inspector in the field. Contractor to provide (assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a watertight plug, The ends of the laterals shall be marked with a, treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of., water meters. Before a permanent meter is set they will require: 1) the frame and over be properly aligned with its meter box and yoke bar, 2) 'the frame and cover be set to final grade of the lot, 3� the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of he meter box assembly to bein proper working order. It is the contractors responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral. are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materiels for and make the tap. The contractor must make application for and poy the cost of t is work. 7. Frederick County Sanitation Authority apprroval of this site plan expires two (2) years from. date of approval. VIRGINIA DEPARTMENT OF TRANSPOR'ITATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT). Roadand Bride Specifications, and Standardss, The Virginia Erosion and Sediment Control Regulations and"on other g P g 9 .. state federal r :local r ns t. n t 'v f I w de al oregulations applicable. e l he event o conflict between an of these standards, s eclf(cat(ons or plans, the -most stringent shall govern. y t P 2.. All construction shall comply with the late-st U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right, -of -way, all ttraffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT' work area {protection manual; Furthermore, all traffic control floggers must be certified in accordance with VDOTs January, 11994 (or latest edition of) Road & Bridge Specifications, Section 104.04- C. 4. 'Design features relating .to construction err to regulation, control and safety of traffic may .be, subject to change as deemed necessary by VOOT. 5. Prior to init iation of work, Contractor shall] be responsible for acquiringr all necessary VDOT land use permits for any it, on, VDOT right-of-wa . 6. If require by the local VDOT residency 0)ffice, a preconstruction conference must 'be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. /. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hoiurs notice for any inspection. • 8. The Contractor will be responsible for maiintaining adequate access to the project from the adjacent public road- way through construction and maintenance. of .a construction entrance in accordance with .the Vir inia Erosion & Sediment Control Handbook, Sec 3.02. Furtheermore, access to other properties affected by this -project shall be maintained through construction. 9. Contractor shall ensure adequate drainages is achieved and maintained` on the site during and at the end of construction. 10. All water and sewer lines within existing o)r proposed VDOT right-of-way are to have minimum 36" cover and, When possible, to be installed under roadway. +drainage facilities. 11. Any unusual subsurface :conditions encounttered during the course of construction shall be immediate) brought to the attention of the engineer and VDOT, , Workk shall cease in that vicinity` until an adequate design can immediately determined by, the engineer and approved by V.D.O.T. I 12. All undercut areas and borrow material shiall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadwayfill base, materia k ' I . 'I` a I a d bac fit of tr �t storm. sewer trenches shall compacted in n u / t es s a be co pac ed 6 lifts to 95% of theoretical maximum density ars determined by. AASRTO • T-99 Method A, within plus. or minus 2% of optimum "moisture for the full width of any dedicated street right-of-way: At the direction of VDOT Inspector density tests performed by a qualified independent agency, shop be conducted as required in the VDOT Road and Bridge Specifications,. A copy of all tests shaall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and U,D underdroins shlall be installed where indicated on these plans and. further where determined necessary by VDOT Inspector. ,T lstandardsy en h ev pe 4 responsibility. t right-of-.woy shall meet VDOT 15. The installation of an entrances and moillb ,xes within an dedicated. scree mini ,, um design d 's t e, d .elopers esponsibility. 16, if required by the local VOOT Residency, Olffice, copies, of all invoices, for `materials within any, dedicated street ri ht-oh-wo must be rovided to the `VDOT' Irns ector, rior to acce tance of work. Unit and total prices may be 9 y P P P P P y obscured. 17 Prior to acce�atance by VDOT of any, streets; any required street signsge and/or pavement markings must be ►ns, tilted, by, the Qeveloper ori at VDOT s ;discretion„ by VDOT on on account, rece(voble basis. 1$ 6G t2 Curb Ramps `(Persons •with mobilitty impairments) should be" constructed at".locatoos ds shown, on'the pion sheets or as -directed :by the. v D.Q:T. `Emgineer/lnspector. ;!!//Y//✓1✓%///l/J!L%//Li,%//// Y//L:%J/.l'%f/1//Y// i///1r/!//N//w i ,Y ! ". FI,cfl..y, r ..Nn:'J44'.:'//l„.1> %..- iYY.IX. ✓// .,rc .Mi ✓.I./.�.✓rv. Ida %./ .V. .Y..' !. lJl.-[:. ! l.ri . /:!./ .a / /.// Yaf . A➢... J,. /. YF{. f.Y..lXd N. JIJ /::1lldM1..Y. ,nN%3.'V. ✓ � <.. > r 5 ,.. � /yi y �;, � 2 y�r a ^iy 5 � / � � ,✓' �5i T !✓n 3: �� Y.vr � f r: �/ifiiili `y �� r % �/i � s� �(7 � 1 �iu:rlif 'i ,&n '� � t b / 1' i n / ne<ev.• y%y / .rs. ' �iiy mill i .nn./in � 4i/<e ¢ iy. yin :, birr �y �i✓s.Yi/Y•' A yid ,rnq1: „� Hl,yYf ' Ny✓.+i .s✓.Y •✓/;fi;'l[/N' � r..v n r':,U � � /� / op Yi sn� / � �y r � y v j ? SHEET INDEX 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION CONTROL PLAN 4 STOW PROFILES, SECTIONS & MISCELLANEOUS DETAILS OWNER/DEVELOPER: RALPH, S. and CAROLYN P. GREGORY f P. 0. BOX 520 ` . STEPHENS CITY, VIRGiNIA 22655 { 1-540-869-3500 • r a =• Planners ew Surveyors 150-C Olde Greenwich Dr. 200 North. Cameron Cam..eron St. Fredericksburg, Vir�inR� 22401Winchester,, Vi inia 22601 , , PHONE: 003) 898-2115 PHONE: () 667-2139 FAX: (703) 898-2115 FAX:, (540) ',6.65-0493 Approved by Frederick County Zoning Administrator 0$-4m Site Plan Approval Valid for 5 Years From Date Sown. Hence Dote c Y P H dF P c Al A. MI,SI SKY, JR, Z N0. 020674 , RECEIVED Allf, T q 1ggq Taper wyrs da.n ro 0 d Ws a ray_ (!+g / mllnl d /y a{7a o J•p _ Prntfsedbe rr,e'e auarcx/a y)A C✓tvrucn[n lalrl p do ora PLO Urr LT6fe ,r•- T - -r•, UAe CG b vat r�dfn 5rnanlls Car ! �' ,o, aor.5 Wn o 0, 5100.01 SNae WAW*19 Well! rr Ar" "It STdlady •tee ra. C:ry11a110n .Awn r al Um CG-rP_z { - .. 4 --+� �_B• .---'.J "PACAL AITEMUTt RAP'AC hM '--•-�--- ---'� FOR uSE Al APPtA.A&F SffIEET -- S irr s 0 Ifecr CONAL'fVNS AND COIfYCQ0Af ef� commrc!aCrerproo RA01A1 PLAN [ J.e� tw7rtAntts. a: "sorer! oCG43 stefic s� )0 A •e -I / l0 1'4 M4 BO Crulr x,rm .wn / ~ - _�#--- - --.---Y..._._- "+i:��:/y+-�Slar 12✓akrc/Aun - ` 1 I A TANGENT PLAN `Bv JSDVTT R!C yK. r -We Sro C6 J CC is ,Itod. AVIS r I' I is fro M'd a C0 = /WY ro M "lose AJ inure f�,loss A-e l/ pstoa�/./In WPr u!;sww:nap•pr $/derdt Artl Ieptsrtar;> b Oral�Y/ rdNiq set %ect sore. i;y,Q Ilp tr/!rt rl40A rye r0.�n /raor lrp+tp r."D• ,p�. yq (rbA ar .Mh✓ N/r ably ucNeva a +Pi Vwe Droc" r cow In Pixel T rd Owx r.•a. " 442 s/e✓10. 0,-kw of m e+:nw Oytt "t ♦ .� M,14A Ra+p ma me *.'.en u .0 'ra..n ahya d +2.1 _._--�-. - - Fh,rrr sluu ✓ n.•o ,00p +o De aa..d 4 .,of'o o-vo), rnn row fV o, g uLnp pr .a' sxJJb t'nwr,.cHb•I Jag .Trn rtaurred dus. •� H r,aeb Irmr is eeuu.,wu ,nrs/ oe le avlded Tar oure/lex, eo rr,w mJalN�,r /reed a!dm inn be lual )" f yw..e, I"t-IV ! s00.o" re31 [tr Aran Pransl rva/oAr slerN Jo IVJJ A 1. SECTION A A rlrs if" r.4 be iW-4r m aw s We to be at, S f tr,✓a[td 1 corm to wets• " Odn aJesa of !/e Or /, f>rvar u r,"ar In ppaa /'", NdOepn Y r04V f byl howm .d � of, flaw I *'. •5 , racrs a le" Cab revel, -"Do eoo1. W Cd OMO fa wl/e aoW1x1 rVratrfces for byoraurlc Ceerw Pre✓sa✓Ifle Lo m'tcri/n Carc,ere 51nho14 - F,,3Dsed upyW. 07-,Ot. [aaeprelo l/.Ow[a .Vp it) eldaifta Curara"o pro p,/rr sqpe ilomfllana w/oopm l0 L p 1wryl, w J[t.-yXW 1h cayeFf fn cwb.'414' unw PAW. Ta'-S: S. a:B ,,,....••"'r"^r^"• "tell I,sad /n ;wla W)x wfrn Slwant',d CG-S w (T.,7 1h, ru o I" do f,Ys Swdwd Is T..-... • • lO D. adif."od ") Msrcy. and eO✓dnt!'e Z b mvipyrylprt SECTION H B I. AKosslelo 1040 Ie dined o3 a rnYntiu s C✓b .Ramps .. 1a pe ke.dm us 3.!cwn - the afro a 03 drrecral t' it. WnaNr� Y[al. arayde-(h q 10 J), ryl eh'/ Tray p•a 1a M iXVidW DI frtt l.1by wWp G', O[tKkbM :.Lfa M .041 'A, 10 d , Ue✓u d E.p[seo alVreyde Unw.re pdn r,a"R11rq 0; atiasa/ne relfwfs d a e,& J a Apa.ot /acfwlk /roses a c.frp rtpordl- a r by sJ,tn,.ys Js t.,L/,p ra! f/w cl.ri tle OpJN.Wimet dlertl ati /rapDaaJ r leans do.1 a I r T ratY.p�l .Y'e n d a/OavON r a!r/oeaaa J 01 dl,wls0 r/e C "� d/SA !pn pe[/asf, bun ;/usArcJf tl PAPS, a, pOita sfvtx rIf tars uo/I 7' ♦ t!taw lr Wowed ,.1sA aoeblg YgoM/rals. /7 nDGae,.1.0 a'W;k/ /.Y a AXa.r pr/m .raUt a/a1 Nos. ---....--i--- E,/srfv /Iqw sedee, fka grwwa. d.np mws.ewr. rfJFdfsa dferl C/a'fwfw CURB RAMP letrrllflfrt �I lPERSONoS W111-I MOBILITY IMPAIRMFNTSI S� yC,,py� V/hG4erA /X PAbl sfE wl a IRA.s/{k?/A7 A)A 504 . Aev�se0 e-ll9s Shin Voproa[h enrol n ut"N's 1, be m A satonfy cf mo6H-e FOwn rr Donne) -� fa0ar"Y r (Rod" to br o Raaa mbirwlio. �\ 1! curb and gutter 1 / •1 B _ ___,.I � I $rrid cG•nr � il_ I / T 6 f, van Cent.et. .E.S. • aT- t.:y? -. --. '-'-'-' 1 ,I ODliond hoe one. 1 __ r'•' Lpons•,n rtsint 1 A SECTION C-C •Voto'j N�dM "B' 7 0' or os ue,nM rend+by shall "n lyp,t sl .town PLAN VIEW rConstrue! [}nee enmpe.e wfn > D0•"b me c.r .. to, Por [�ofc i�x+• p "e ee o, SnoMeer 0 1 Moa r - -._t•1 ".fo 'n0r EMe cbee co-ge - - uo:,arw to, ontrwBee k-I coIV, .lion rifh "VDO7 p,,, to. Nea>e f ._ 'dloana- �_- D = = m"" yyavenynt ar,d� be con1011.ctoe e0'ten 1a SV NI Co•o eel ul to the r1, or. l.ecept any >ubq,W IO OneaeN to, coin 'dO Ertl ' st"biTel»n rpuese for ma„ine Da *e Wt Owch eon be o-tted ih S' aAn the enhence I SECTION A • A s Rnd,o v,.b "r c.-h: tlon c ,b dnd putter snasrot be Constructed beyond the R!w tine ..cop, fn, 'eDbcement pVepoeef G,Jidelines fof Grade Change D wnen food n Conyrebor rIf 516,01'd CG J o' CG 7, the curb fact cn true Slondord .e to be odjwstod to nnotoh the [n,r once Vdume Des+, clbsr "I- m.xntuble cufb eonrpvet*,, ftgn ;inert than 1W VPD) El / s / See Slondad CG-12 ter Curb Romp dengn to br u,rd r,th Wo'ilvd-d Llseum (5D0 .5DO VPD) ! 3 1. / .: Vl hf,t lM Mt^aN.e rodL [aMOt pe CanVnOdO!e Lo. 14ff ohm SW yY'Cf a 6 1 B / the tu,rbY naAnrnenU of wilcbaled f•eavy truce tre•41c. c"rs,drroton "F w be glror !o ncr 41 the depth of adjacent pl000sed o1dMa6 l0 7 vYcheo *Dollondflo.Me may be Wed for -!mote, ti r 1 ..�t:nne Gpltord M.Me may ""4"' rvolnp of a portion cr prltr• to pf ertsda pon.ftg el ruler VIORAfftMETHOD OF TREATMENT -CONNECTION FOR STREET INTERSECTIONS '02 AND COMMERCIAL ENTRANCES �- • wGiNU DEPAP'ttN' :r *oomspootTAitot4 N/F RALFH 5. GREGORY and CAROLYN P. GREGORY 2 FT CONC. Opequon Magisterial District FLUME PIN 75-A-51 V4�° �cc�ss 30,488 50. FT. Y' _ GLM Eta, x ,��655.1� __ - �ix•iR���N R AH GAS ESQ p\S x NEM SHE 1680 i x 10 F1' PER D.B.8�1, 10' LANDSCAPING WITH �'" FULL SCREEN �X X fx IRS TRB TRB IRS v 10.9 S4T57'05"W R=883.05' L=13.02' 186.54' 48' (TYPICAL) SIGN EDGE OF PAVEMENT N/F COUNTY OF FREDERICK ZONED - RP USE - SCHOOL W P.LN.: 75-A-54 AYLOR ROAD 12' SAWCUT AND PROVIDE Cm TACKCOAT PROPSED EXISTING PAV VDOT CG-6 GRADE EMENT � � � • 1' t 1 1 /2" SM-;28 _ 3 1/2" IBM-2 EXTEND 21-8 E8" 21 B 1 FT. BEYOND ` BACK OF CURB r MATCH EXISTING CROSS SLOPE AYL(OR DRIVE WIDENING SECTION LEGEND: ABBREVIATION DEFIN111ON CMP CORRUGATED METAL PIPE GA GUY ANCHOR GLM GAS LINE MARKER INV. INVERT SANITARY MANHOLE TRB TELEPHONE RISER BOX WPP WOOD POWER POLE WOODLINE SPOT ELEVATION IRS IRON ROD SET OVERHEAD UTILITY LINES NOTE: F.GS.A. TO PAYFOP: MH-1 206 L.F. B" 309 35 MH-2 5E.W.ER LATERAL EN\No M 4 W P, p a�>,��o offH x� �CRR EL �r��W PROP, STIR. # 1 r \; TYPE: MOD, ES-1 PROP. MANHOLE NO. 1 RIM= 772.90 INV. OUT= 768.10 INV. IN= 768.30 OUTFALL "A" - N/F RAY and LINDA J. SHIFFLET ZONED - RP MOD. ES-1 USE - RESIDENTIAL P.LN.: 75-A-52/53A SIGHT DISTANCE 500' + j - MOD. ES-1 " RTE 647 - AYLOR ROAD OPEN CUT ROAD CROSSING MOD. ES-1- EX. INV. (768,52) LEGEND PROPOSED CONCRETE PROPOSED PAVEMENT (8/2) PROPOSED HEAVY DUTY PAVEMENT (8/3.5/1.5) UTILITY PEDESTALS LJ EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN - .4 w«---- EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX A'«-- PROPOSED CURB & GUTTER PROPOSED CURB W/REV GUTTER SLOPE PROPOSED nRE LANE FIRE LANE EXISTING SAN. SEWER AND MANHOLE PROPOSED 'AN. SEWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE ELEC I PROPOSED UNDERGROUND TELEPHONE SERVICE TEL PROPOSED GAS SERVICE -_4GASI N FREESTANDING `BUSINESS SIGN MAX, EIGHT• 35' N ZIA50. FT.: 100 SO. FT. 10' FROM PROPERTY LINE 18' _ 30' - -WW E CG-12 H.C. ACCESS RAMPS AS DIRECTED BY 30' A h� CD G-11 g ENTRAN INV. (769.87) IRS PROP. MANHOLE; RIM= 772.55 INV. OUT= 769.73 E INV. IN= 769.90 OPEN CUT ROAD CROSSING EX. INV. (769.32) rn > o EX. INV. t7 Cn r- (169.09) n c _ ��c INN PP 3.51 e 0 PROPOSED 10 FT. WIDE UNOBSTRUCTED FIRE LANE / 9.00' TYR I I , ar pgooallArf! M ELEC------ :�=JNV._ 769.7.3L VDH MON. POLE MOUNTED HANDICAP PARKING SIGNS INSTALLED PER VIRGINIA STATE CODE SECTION 36-99.11 GLM +� EXISTING WOODED AREA �� o 'FREESTANDING BUSINESS SIGN (SCATTERED 4"-8" HARDWOOD TREES) MAX, HEIGHT. • 35' MAX. SQ. FT : 100 SQ. FT In' LANDSCAPING WITH 10' FROM PROPERTY LINE FULL SCREEN 50.0 �" WALL MOUNTED 48.5 - --- -1 - LIGHTS N MOT CG-12 r*; � a lo N/F PROPOSED ONE STORY ROGER L. MOGLE RETAIL/OFFICE BUILDING AND ' DEBORAH K, MOGLE 3395 SQ.FT. TOTAL AREA ZONED - RP r F. F. = 774.33 USE - RESIDENTIAL BLDG. HEIGHT=35' (MAX.) P.I.N.: 75-A-49 d 1 f A WALL MOUNTED 4 S U 4" SEWER PROP, GAS S E c� CID CD /- LATERAL 25 Active 25 Inactive ;.Ob ! Buffer Buffee 15.20' SETBACK 16.53' SETBACK Q Q� 0D�t 0 U G TELEPHONE4` CONDUIT 206 FT. 01,07Z C ESAPEAKE & ATLAPOTO TELEPHONE CO. 5. Of TYP• - PROP. STIR.2 CO. 0 VIRGINIA EASEMENT TYPE: ES-1 --- ---I/C -- ---- -- - -- \�-- TWO 900 PAIR BELL NTIC TELEPHONE CABLES 18 7.8P • OUTFACE "B" VA. SEA, ROUTE 647 3/4e WATER EX. 14" W/M (APPROX. LOCATION) METER' AREA TO DE DEDICATED AYLOR ROAD 49 RIW EX. 2' WRPD STL. GAS MAIN 5PEED LIMIT - 40 M.P.H. (APPROX. LOCATION) 4,685 50. FT. EDGE F PAVEMENT 1-FIRE HYDRANT ASS'Y. TAP BY F,C.S.A TAP AND METER BOX BY FC.S.A N/F WPP INV. (768,90) SIGHT DISTANCE 479' +/- RTE 647 - AYLOR ROAD /I I I r, rn SEWER MAIN TO BE PLACED WITHIN RIGHT-OF-WAY LIMITS. 19, °0 50' RIGHT-OF-WAY I CONTRACTOR TO CORE DRILL NEW INVERT AT BENCH PROVIDE KOR-N-SEAL ADAPTER INV = 765.60 (EST.) EX. SEWER MANHOLE �_ RIM= 770.27 X CONC.= 765,83 INV.=765.10 rn Z rn A I�UIVCI l JUIIII IIUI N/F ROBERT L. HOOVER ZONED - RP USE - RESIDENTIAL P.I.N.: 74B-4-A- I Culvert Inv. In Inv. Out L/ft Din. S Type 1 770.50 769.30 64.00 1423 1.88 RCEP 2 770.05 769.90 10.00 18 1.50 RCP 3 770.60 770.50 12.00 8 0.83 CMP 4 769.00 768.50 24.00 14X23 2.08 RCEP REZONING AND VARIANCE NOTES: REZONING FOR PORTION OF THE SITE FROM A-2 TO B-2 APPROVED NOV. 8, 1972. REZONING FOR REMAINING PORTION 0.149 ACRE (6,502 SO. FT.) FROM RP TO B2: APPROVED OCTOBER 26, 1998: APPLICATION NUMBER 014-98 OF GREGORY INVESTMENTS WITH PROFFERS AS FOLLOWS: -NO STRUCTURES WILL BE CONSTRUCTED ON THE 6,502 SQ. FT. REZONED TO B-2 + : VARIANCE 1020-98 - BOARD OF ZONING APPEALS -FROM SETBACK VARIANCE FROM 1-81 OF 34.82' APPROVED SEPTEMBER 15, 1998. -FRONT SETBACK VARIANCE FROM RT. 647 OF 19.80' APPROVED SEPTEMBER 15, 1998. -MODIFICATION OF SIX-FOOT OPAQUE ELEMENT OF THE REQUIREC FULL SCREEN ALONG RTE. 647 APPROVED DECEMBER 15,1998. -REDUCTION OF THE SIX-FOOT ELEMENT BY USE OF A 2 FT. TO 4 FT. BERM. (SEE GRADING PLAN SHEET 3 OF 4) PLACE THESE PLANTINGS ALONG TOP OF PROPOSED BERM. SEE GRADING SHEET 3. T. W. and MARY R. PATERSON ZONED - RP USE - RESIDENTIAL P, I. N.: 75-A-48 PROP. MANHOLE NO. 2 RIM= 775.00 INV. OUT= 770,50 INV. IN= 770.70 Idw < C!) Z W U Q CA (n U Z L.� W ZCD Z O Q w U 0 =��wo�, PROJECT SUMMARY Z C/' z Q Y m CD CD 0 TAX IDENTIFICATION NUMBER 75-A-51 W g o o Q o 1z W �Ucuc�c� �- Z Z EXISTING LOT AREA 30,48$ SQ. FT. or 0.70 ACRES t� c� .� z z ZONING B2 y- ooZD v CURRENT USE VACANT o cl- ' PROPOSED USE RETAIL/OFFICE Cl__ Iz L_x� Qc� Cc LIJ W W W W Cl- Q_ IZ iZ Cl- SETBACKS REQUIRE o 0 L�jr L-ic� ,I c_' REQUIRED PROVIDED W W c/-) cn W W > > 5 5 FRONT 35' 15.20' � �. SIDE 0 SEE REZONING AND VARIANCE NOTES a a� REAR 0 15.18' a-) I o� I r` I I 1 c.fl FLOOR AREA 3,395 SO. FT. 1 11 .141- In 00 00 DEVELOPED LOT AREA 30,488 SO. FT. RIGHT-OF-WAY DEDICATED 4,685.50 SQ. FT. N 'j- LI-) RESULTING LOT AREA 25,802.50 SO. FT. LOT AREA DISTURBED 28,900 SO. FT. V FAR ALLOWED 1.0 014 FAR PROVIDED 0.17 (BASED ON RESULTING LOT SIZE) •a p, MINIMUM LANDSCAPED AREA 25% 6,450 S.F. ` U y LANDSCAPED AREA PROVIDED 60.15% 15,52D SO. FT. PARKING REQUIRE PROVIDE D TOTAL > g •� N RETAIL/OFFICE C (1 SPACE/200 SQ. FT.) m STANDARD SPACES 17 17 • HANDICAP SPACES _ 1- _- 1 0� co LANDSCAPING TOTAL PROVIDED 18 PARKING LOT PERIMETER 349 FT. PERIMETER TREES REQUIRED 8.7 (01 /40 FT.) PERIMETER TREES PROVIDED 9 INTERIOR TREES REQUIRED 2 (01/10 SP.) INTERIOR TREES PROVIDED 2 Cd PARKING LOT LANDSCAPING REQ'D. 341 SO. FT. 0 5% OF 6,815 S.F. "'d PARKING LOT LANDSCAPING PROVIDED 511 SO. FT. • NO STEEP SLOPES, FLOODPLAINS, WETLANDS, SINKHOLES, WOODLANDS 00 OR OTHER ENVIRONMENTAL FUTURES EXIST ON THIS SITE. V !� EXISTING~ Y t FIRE HYDRANT Lt > W A O .J 3 Z oQ O O W w2 O W FW-Nz NOTES: _ V) w CD N 3 L1_ 1, ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE w w REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. > oo 2. ALL LIGHTING IS TO BE CONTROLIED TO PREVENT OFF -SITE GLARE. �ti 0 pv W o 3. NO OUTSIDE DUMPSTER PROVIDED. COMMERCIAL TRASH COLLECTION BY OWNER/OCCUPANT VIA LANDFILL PERMIT. 4. NO OUTDOOR STORAGE AREAS ARE PROPOSED. NO TRASH OR TRASH CONTAINERS SHALL BE LOCATED OUTSIDE OF THE BUILDING AT ANY TIME. S PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE AT PLANTING SPACING QUANTITY XnFLOWERING PEAR FLOWERING PEAR 2' CAL. ® 6' HIGH AS SHOWN 11 P/NUS STOBUS WHIT£ PINE 4 FT. MIN. PLANTING HEIGHT AS SHOWN 22 SKY ROCKET JUNIPER SKY .ROCKET JUNIPER 36' MIN. PLANTING HEIGHT PLANT 3' ON CENTER 30 FORSYTHIA FORSYTH14 48' MIN, PLANTING HEIGHT PER O£TAIL 21 Q BURNING BUSH BURNING BUSH 36' MIN. PLANTING HEIGHT AS SHOWN 61 ENE-ft0 GREEN ARBORVITAE E,1/ER P GREEN AR6l9RWAIC 5' MIN. PLANTING HEIGHT PLANT 3.5' ON CENTER 41 Q UPR/LHT YENS UPIP,CW YENS 36' P2ANTIN; H£/CHT AS SMONN 16 SEEDING RE'QUIREAIENTS Permanent Stobilizalion.• All dsturbed areas not paved shall receive o min, 6 in. 1opso17 and be seeded as follows: 200 lbs Toll Fescue per oc. 12 lb. Annual Rye per oc. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agncu/turol limestone per ac 2 tons straw mulch per oc. Permonent seeding will occur as the final phase of conslruclion )T.4)0H/C SCALE Temporary Stobilizotion: Sewing to stobi6ze areas left denuded for more than 7 days, but not 20 10 0 40 yet at Lino/ grade shall be as follows: 60 lbs German Millet per ac. (May through September) 60 lb. Annuo/ Rye per oc. October through Apri� IN FEET) 450 tons 10-20-20 Fertilizer per oc. 1 inch = 20 ft. 2 tons ogni7alturol limestone per cc 2 tons straw mulch per cc. Seeded areas to be watered and cared for as necessary to provide gross emergence. v� v SCALE: 1 201 DRAWN BY- 'IDS PROJECT NO. DATE/ 2-3-99 SHEET 2 of 4 3 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 47X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'AWf. IIII 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND 17 INTO THE TRENCH. o• 4. BACBT[LL AND COMPACT THE EXCAVATED SOIL. �,� / C_rLopw / SHEET FLOW INSTf AU ATION (PEIWF.CTIVE: VDEW) I I Prune codominate leaders Prune rubbing or --1 cross branches J DO NOT prune terminal leader or biar6 tips t / • 'J Prune narrow crotch angles 00 NOT stake or wrap and water spouts trunk unless necessary ' �. Prune broken branches Remove all tops and labels /— Prune suckers Cut away all baling ropes — �\ _,�-- 2'-3" mulch kept away from trunk Remove top of wire basket Soil well to contain wafer � T UN AMENDED backfdl soil Widen and score hole wall r. ., --Pertiapy baekfill, water to settle sal, finish backfilling --Area for water drainage Remove container and cut circkng Least solid soil pedestal - do roots if conlairwr-grown, or as much not dig deeper thar ball depth burlap as possible if field grown TREE PLANTER DETAIL POINTS A SHOULD BE HIGHEER TILL 'P'dfN'T B. ,r,� �\MAN GPI DRAINAGEWAY II��11ldTfAIJJATION Vbb ` �� (FRONT.,EIL'LVAITION) __ _ _ • • • �j 5 v SOOIa AdOW bw wh"m el Isar rod Fauna MK Bull=11W CNI;MLX DfI1C PItlB SOCr-E M�r� � r �•, VDH NIF RALPH 5. G EGORY and CAROLYN P. GREGORY Ins • Opequon Magi5teri41I Piotl PROVIDE 0.75 CV. YD. CLASS 1 RIP RAP I i PIN 75-A�`^ ict 51 W,488 50. FT. l TEMPORARY SEDIMENT TRAM A — 1 Ira ` tltl t GLM a' �— �'i- i DETENTION POND ETE G'f A t IRS-•..r:..:�.. ------ g - -• ......................... -; IRS TRB -_ S4 r IT;•.nl._ . _- r ... - % " R=883.05' �>> L=13.02' I' 1186.54 -\ RIP RAP SHALL NOT' ``- ,,�a.s EXTEND INTO RIGHT—OF—WAY ti.-SIGN-771 • r. N t .yew.+," - +�r.s�.a-r,rr"i'i ..... i • • • . • • • • . • .. • .... .6�i��E N."a»,.w.r..._.,,.........._.,.,:;:,►.«,�.w......,.,Yinerrsrrr - PROP. STIR. R, "* 1, TYPE: MUD. ES—t - - F'ROP. MANHOLE NO. 1 RIM= 772.90 j. INV. OUT— 768,10 NIF COUNTY OF FREDERICK OUTFALL "A"- / ZONED - RP:` USE - SCHOOL P.I.N.: 75-A-54 NIF _ r RAY and LINDA J. SHIFFLET ZONED -- RP MUD. ES-1- ? USE - RESIDENTIAL - P.LN : 75--A-52153A QA� ---- %SIGHT DISTANCE 500' +/ MOD.qq .--t .....................,.................•--...-----........•--------..............................,.......,.........,... RTE 647 -- AYLOR ROAD D -............-.,...,rr.vr.•rrrA..........•••...•...........................................•.. STONE CONSTRUCTION ENTRANCE 701 MIN.. EXISTING PAVEMENT ---1 Al SIDE ELEVIATION TD, SEIDIlIENT�,M COURSE AGGREGATE g TRAPPIING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN V II E W OPERATION _.... FILTER CLOTH SECTION A -A SECTION B-B -- - - — — — MOD. ES- i — F'IPE OUTLET CONDITION-S Ek INY. (76a52 PLAN VIEW SOURCE: ADAPTED from I_ No It Sfandar for M eroaim and So*"# and Va. DSWC Plak 3.02-1 Scum,: Va. DSWC PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL r�I�rwii�r3l�! I Oil NO N 1 , :,.• 1, . 1 1. Plate 318-1 N EXISTING WOODED AREA (SCATTERED 4"-8" HARDWOOD TREES) cr> SILT FENCE CULVERT INLET PROTECTION r-- ENDWALL CULVERT �I I ------�__j- .---.— -- 0 TOE OF FILL SILT FENCE----+•�.� • DISTANCE IS 6' MINIMUM IF FLOW t S TOWARD EMB&NKMENT 1-- FLOW OPTIONAL STONE COMBINA TION FLOW — — — v 2.5' •VDOT /3, 0357. rf5, #56 OR 057 COARSE AGGREGATE. TO REPLACE SILT FENCE IN " HORSESHOE " WHEN —HIGH VELOCITY OF FLOW IS EXPECTED -- —' SOURCE: ADAPTED from VDOT Standard Shoots and Va,. DSNC IT1 ' R06'ER L. MOLE AND DEBORAH K. MOCLE ZONED - A'P USE - RESIDENTIAL P.LN.: 75--A-49 -� 4 , PROP. MANHOLE N0. /RIM= 775.00 ''` ... INV. OUT= 770.50 INV. IN= 770.70 77 3 20r1. -- JJ �_- N » !� P _ice PRO STR, #2 TYPE. ES-1 51 OUTFACE„B ._�.-�___._..-...._�._._._-._ Ex_. w_ --.._ � __ _ � ......._.__ � � ..__==ma's-.-=--�• 3�; , :t.............Mj..��CKOUTE o:R" .........................................R,AYLOR ROADa 1W .................................................................... ....:..:..... y Wf i WPP s ` A•I�I INV. 768.90) I SIGHT IDISTANCE 479' 4 RTE 47 - AYLOR ROAD s I I 's INVERT AT OENCH SEAL ADAPW i i - E CONC.= 7615.83 INV. = 765.10 ,GRAPH/CSC,4 F 20 10 0 20 46' IN FEET 1 inch = 20 ft. NIF ROBERT L. HOOVER ZONED - RP USE - RESIDENTIAL P.I.N.: 748--4-.A-1 Culvert Summar FLOW h IMd. 1N= 770,60 NIF T. W (ind MARY R. PATERSON ZONED - RP USE — RESIDENTIAL P.I.N.: 75—A-48 CLASS I RIPRAP I RIPRAP PLATE. 3.08-1 �GEND: A MAI tl _ FINn1�N CMP CORRUGATED METAL PIPE GA GUY ANCHOR GEM GAS LINE MARKER INV. INVERT SANITARY MANHOLE TRB TELEPHONE RISER BOX WPP WOOD POWER POLE Y �e WOODLINE SPOT ELEVATION IRS IRON ROD SET '' OVERHEAD UTILITY LINES _G _V T(ISTING STORM DMNAI;E & STRUCTURE ❑ - PROPOSED STORM DRAINAGE: & STRUCTURE: PROPOSED CURB dE GUTTER DRAINAGE FLOW EXISTING MADE PROPOSED GRADE PROPOSED FASEMEW AREA, PROPOSED SILT FENCE CONSTRUCTION ENTRANCE r• RIP RAP CHANNEL LININ, SIZE FENCE INLET PROTECTION DRAINAGE AREA BOUNDARY PROPOSED CURB W/REV. GUTTER SLOPE DETENTION POND A DETAIL AND TEMPORARY :SEDIMENT TRAP DETAIL Top of berm at 773.50' _ Emergency overFloll at 772,50'� r� Prnmcorl nrnrAn Embankment to be placed and compacted in 8' lifts. No topsoi, organics or, stones greater than 6' diameter shall be used Maierial shall be compacted to 95% of maximum density at plus or minus 27; optimum moisture. Core material shall meet the followin Unified classification: SM, SC ML, hill, t, or CH. Particle size! 95% passing t12' sieviz od Lining on Crest ass I rip rap luring on channel over slope Class I Geotextde to be provide beneath rip rap. Inv, Out = 770,50 CC-) Required 'zF-�.Y Ca:: CLi CL r2 Ci I C� CM CS c� L�J O U G? Fes_ C3 z L,_ W 0 W v Z J F— v Lo v w ME c z ME GC U Q C) w CD c� c� � C-D z [� -_ Z C> CI` CI_ Ca'ft�CI` Ck� CL� W L,J W W UJ CL_ Cl- d a- CI✓ C:�cno=jC) LLJ LLJ W W W (..>1)c>ncnc_nn c WL,JaaE CI= Cr Or: Cr cr_ CT, 01) <nrnrnrnrn rn I (M Cr) I r- 1L<�('0 •I l I I I r'7 r .J Lr7 00 00 v 8C1r." 0 •• �, 0 U) w aD PC .J i W 81 1121 >LL \�GA �t a 4. 3 z o� d wd trOw, 'U_1 i7i _ (�O VIU) 'l C5 LL. <t �C> wow X V� C 0 x>oa Iz O V v � G SCALES dam_ DRAWN BY: JDS PROJECT NO. -- DATE: 2-3-1-99 SHEET 3 of 4 CG-e 0 Y ¢•¢Q¢Q r7t CiL'I�cr�rr STORMWATER MANAGEMENT POND :a SCR J5 spigot SDR J5 spigot by R by goskeled SOR 21 gdsketed bd! 45' bend / bell adapter k-�- 1 / 1' * locator peg `` .. _ .�+?' jai• ' �'n:�.�'. 4s.-'1s'. .i.: ��• 'fx" -� y M' Y.._ :,aj : {^ .!t;:�k}. !:.*, r:%'!; _t r . y • .r - i. 3 m»rmum SDR 21 gasketed 35 B"r4" pipe and fittings gael*led bin w)o1 SCNyen4 wed cr�p prarty _ ine lA. 18� 36" min. cover . ��, _ �.'.w'�•�l/ems • ,:1ifiY„• �µ ,..:.a .y w1 treotgd 2% 4• with 6 led top Par green - 4- pipe of 2.00R minimum grade aa. . GRAVITY SEWER SERVICE LATERAL Figure 15 Rcv. 05/96 4 1 CD SUBSEQUENT SPECIAL PROVISIONS 1. All patches are to be Replaced in accordance with the following regulations and as shown on Figure 1. 2. The permittee will be required to replace the surface and base of the roads included under this permit im accordance with the Roads and Bridge Specifications and this Special PIrovision, 3. Backfill material shall include a minimum of four (4") inches bedding materials (sand or #51 stone). T'he balance of the backfill shall be approved I soil compacted fed to the bottom .subba a layer (Type I, Size _lA or 21B). The entire backfll shall be free fromi wood, decaying, material, asphalt, concrete, ice, frost, large clods, stones and debris. •i. Backfill r' 0 Bac f ma tat sh 11 tt a be cam a coed to a minimu m of 95 /a of the theoretical P e maximum density at optimum [moisture content, as determined by VDOT testing procedures, use mechinlical tamping throughout the depth of the trench in six (6") inch layers to iinsure that adequate support is provided for the subbase layer (Type I, Size 211A or 21B). 5. It shall be the option of the Re:sident Engineer to request and review the backfill compaction test results a:nd/or authorize an inspector to monitor the compaction. 6. Cuts in roads with Surface Couirse (SNI) and Asphalt Concrete Base (BM) shall be replaced with ten (10") iinches of Type I, Size 21A or 21B aggregate compacted to 100 percent of they theoretical maximum density at optimum moisture content covering the enitire trench width in addition to a bench of six (6") inches from all sides, thiis laver shall serve as subbase. An Asphalt Concrete base course (BNI) of a six (6") inch minimum thickness or match the existing base thickness, shalll be placed over the subbase. A surface asphalt concrete course of a miniinium of 1.5" (SM) shall be placed on top of the base (BN'I) covering the trench width. The asphalt concrete surface course 776 772 768 764 114.14' 2" SM-2B 8" 21B W O O � C �2 I EXISTING 18 CMP I W O CL 0 Z O z J W 3 c� 1_3� c t_ t� r\ PROFILE C,2 shall be slightly higher (1/8"4/4") than the existing surface to provide a smooth grade into the existing pavement surface. 7. Cuts in surface treated roads with aggregate base course .shall he replaced with the same lavers as roads with asphalt base (BN1) except the subbase Inver (Type I, Size 21A) is reduced to six (6") incites and the (BAI) layer to four (4") inches but still keeping a six inch bench. The surface course shall be a surface treatment matching the existing surface. 8. The cut to be backfiiled shall be made as dry as practicable at the time of backfilling by pumping, bailing, draining, or other approved dewntering methods. " All cuts side shall be trimmed to neat straight lines and a tack coat shall be applied at a rate of 0.05 - 0.15 gallon per square yard of RC-250 or CAE-2 before placing the plant mix. 10. Replacement of pavement shalt be from edge of pavement to edge of pavement except when individual cuts are made and not covering the entire width of the pavement. 11. Placement of all Asphalt Concrete and surface treated courses shall be rolled where possible with a unit having a manufacturer's rating of ten (10) tons, and rolled until the aggregate is keyed into the bitumen. Where rolling is not possible, a mechanical tamp will be used. In all cuts stone is to be placed in the trench daily up to a maximum length of 500 feet, it which time the pavement shall be covered with a temporary or permanent asphalt patch. If the application of the bituminous laver is delayed for adverse weather conditions, the contractor shall provide and maintain a base course that is acceptable to the VDOT until such time as the appropriate pavement patch can be applied and completion of the installation of the gas, sewer, and water lines, contractor shall restore pavement in the manner prescribed on the VDOT permit within (10) days. 12. Contractor will he responsible for any depression grater than 114" that occurs within three years of completion of pitching. Correction shall consist of milling and replacing 1.5" of surface course mix (Stiff). CG-6 WITH REVERSE GUTTER SLOPE 776 772 768 764 L, j 0 z W z J W d d d 6.00' 48.50' 50.00' PROPOSED RETAIL/OFFICE BUILDING F.F. ELEV. 774.33 PROPOSED GRADE I - i i SECTION A O � J II � II EXISTING GROUND J � J ? C4 � Culvert Inv, In Inv. Out L ft' Din. S % Typ e 1 770.50 769.30 64.00 1423 1.88 RCEP 2 770.05 769.90 10.00 18 1.50 RCP 3 770.60 770.50 12.00 8 0.83 CMP 4 769.00 768.50 24.00 14X23 2.08 RCEP S [D 3 5 L IF 8„ 15� CONTRACTOR TO CORE DRILL NEW INVERT AT BENCH. PROVIDE KOR-N-SEAL ADAPTER INV.= 765.60 (EST.) O Z 2 O PROPOSED GRADE--\ [cTjl�ilGr'7t The bottom of the curb and gutter may be constructed This area ray be concrete - I - - �`- parallel to the slope of sub - at the option of the contrdttar. surface courses provided a miniatim depth of 7' is This Curb is to be used when maintained design speed is 46 WH or less on Rural Highways and 45 14PH of - less in developed urban 8 suburban areas. Note: Comb. curb 8 gutter having a radius of 300' or less (along face of curb) shall' be pall For as radial conialrxition curb d gutter. This Item ray be precast or cost In place. Concrete to be Class A3 if cost in place. 4000 PST if precast sPE`rRrcATr COMBINATION 6" CURB & GUTTER 105 VIRGINIA DEPARTMENT °i 20I.03 TRANSS�RTATLON_ _-__-_ - „ SDR 35 ® .07� 206 L F � z a 0 J c g� �a s z LJ 0 U cri U Li 1�- Z a W g co Q o J n F- Z r^� VJ ('0 0 W cl Lil M > Z W M OU O W V Q 0 111 Iy Q V? _Z Z _Z Z Q TUC � L. zQ cZ� U? C-? Q > J IZ -] cl- L� ��OfQfQf W L." W W W Cl- Cl- Cl- a_ 0- 000�o WwL,JwWI cn cn cn n cn C -»�W l.aJ W W ��Or-1 I 0::�� an � s a-) cur a� N W O� O� 0-) O� I cI 2 Q I I I I I 4�. t� d- � 00 00 O 2 O Of� W O 9 ccl10 a z •*ty r 00 2 OD L- .CIS > sLL� L_ N OD CIS to � 00 L C _Cd a. "d o • 00 4 1�1 L N V O 3 PCvaPOM ADD It > LLL LU 0 0 aq u7 n r7 FIGURE 1 MIN I OVERLAY COURSE L CONCRETE TE SURFACEE '1' COURSE / TYPE (SKI) -XISIINGPAVEMFNF - ....., ..... ... .....I .................................. I ........................................................................... ASPHALT CONCRETE [SASE COUP -SE (BM) MIN 6" - "TYPE (BM) --r----r---+- ,-- ��- -- TYPE 1 SIZE Zl A OR B AGCi a COMPACTED TO 100% MAX DENSITY' 21 A ORB MIN 10! AT T PTIM M MOLS TUBE CONTEN'h O U SELECT MATERIAL BENCH TYPE I CE3R 30 _ APPROVED SOIL OR SELECT MATERIAL EiACKFILL \ TYPE 1 CBR 30 COMPACTED -TO 95% 0 MAX DENSITY AT OPTIMUM MOISTURE °o �• CONTENT I �PlIft -� BEDDING 4" i BOO�� SAND OR NO. 57 STONE MIN. TRENCH WIDTH TO SUPPORT > O.D +24"(e) ` - TRENCH BOX " FOR PIPE LESS I HAN 12" THE TRENCH WID'I H MAY HE 36" MAXIMUM. SEE LIB- 1 (ROAD AND B110GE STANDARDS VOLUME II) CUT REPLACEMENT IN ROADS WITH ASPHALT CONCRETE BASE AND SURFACE 2+00 SEWER LATERAL PROFILE END -SECTION i2"-60' PIPE Hvt gild tv, Wlet end -sections Sp wf and ar ,Met wid-sactiom E Concrete to be 4000 -51 Min PLAN C i -- 8 3.y Bar labrk ar s$"11 n met A i _ _. -� i. --- a h-- D E SECTION X-X END VIEW 302 END-SECTION-Dh*MCNS DIAM A B c - u E 2' o' 44' d i 00" 15" 6" T- 3" I -9' 4-0" _z' I 2 6 6'- l - 30" - - - d o" x4 " -- V- 7" - - 2i- 6" 30' 1'-0 4-6" 2% " 6'_1 " C 0` 36' 1'- V-3" 42' 487 -_-__ 60 I- 9 2 0 5 3" 2'-II" 9-2" 6'-6" V-(' 2- 2" 8'-2" Y-0" �u �r s 5 "o { 7' 6 ALTFRNAIE END -SECTION 12" 60" PIPE 14ib sad ,:n outln end • satana 5p{pt and W nlet Ord-W-ons XN t - E i PLAN -- C - -- 8 Concrete lu be I 4000 PSI Men END VIEW SECTION x x EN_ _ __ _. -. DIAM. A_ _Q_--f-z� 12 4" '-4* .. 4 l' . _6 - - -z 3 3-10 6-1 3- 10 3-7 - 6-3� 4- t- 7-1'/ I ! Y4 V4" - T -1 IW �4 `-' . I 48 I�9, 0 ate- 6'- T- 0 -----I 2-6 _. 5-. - 7__ a - ---� NO''E Pow 4mgfha shown on plane me - T •�'-� bused an En65ai,on dwsgo shorn .n s,. sf I If itv cur coda. atwc is I mwroia design :•,a.n oa - ' - � - - Me 0s rernsd by � ='-I we the dalarance in ameas p ' SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS V,RGINIA DFPARTMENT Of TRANSPORTATION O W't W� Q w Z OqGYOZ 0zd NwUj w�C�OZ-I 0tN3 w 3+00 w a • ��OrYW00 v1 Z METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Do. Non -Traffic M32C-PW Traffic A32HH - T 24 in. Did. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-7 (Top Lid) Note: 1/2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4" with top pointed b ue meter cover set 2" above L i fin. grade pear 18" varies as required to sodding corporation stop 3" stone bedding 18'-21" meter by F C.S.A meter box surrounding box heck angle c ec a 9 36'min. with drain valve \ 4 ' 8"min. angle yak L ball valve LI type K copper tubing, continuous water without oints from 2 ft. main o meter - main 6" stone bedding t ,-transitiono me ler setting as required curb & utter g r I. Street METER SETTING PARTS line site meter site yoke angle yoke ball valve angle check valve expansion wheel 3/4 5/8"x3/4 Y502 BA94-223W HHCA94-323TD-C EC-23 1" 3/4" Y504 BA94-344W HHCA94-323TD-G EC-23 I" 1' Y504 BA94-444W HHCA94-444TD-G EC-4 INSTALLATION NOTES: I sidewalk AA 1 Exact location of meter box assembly to be approved prior to installation. 2 Water service crossing street shall be , 1 type s encased in 2" dia. SCH40 PVC or M SDR21 piping. The piping shall run from 3/4" type K 72 72 one toot beyond sidewalk, across the copper for street, to one foot beyond sidewalk single meter installation 1'x3/4" wye DUAL. METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 71 QO O W I V Z o L o V O Ems, v ^t^� O v� SCALE: NIA _ DRAWN BY: ✓. D. S. PROJECT NO. DATE- gHFFT d of , CONSTRUCTION NOTES GENERAL 1. The contractor shall furmish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and ,all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with opplicable.Standords and Construction Specifications of The Virginia 'Department of Transportation, Virginia Department of Health, Fredeirick County Sanitation Authority and the contract documents, 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise! care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 7Z hours prior to construction. Call Miss Utility" 1-800-257-7777. 3,, The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by eioch contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to 5.e Contractoron o'tohobtain,natlrhexpense, all required *of this work and shall faithful) adhere to gand/orp p q y the permit. conditions imposed. to the project area. An w g p p j y ark performed. offsite is the Contractor's 6. All beading for improverments to :be confined response dity. 7. Cutsheets shall be subrmitted to the Engineer for approval prior to construction. All cutsheets should show, existing ground elevations at! centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Perrmit will be required prior to initiating any site. work. This permit con be obtained from the Frederick County Public Workts Department. 2. Temgary and permoneint erosion control structures and methods to be in accordance with the Virginia Erosion ControlGuidelines amd local ordinances and to be utilized during the construction period. 3. All erosion control structtures shown or as required during construction shall be continuously maintained throughout the period in whiich areas are denude(. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade.,, No area is to remain denuded for more than 7 calendar days when construction is not in progress., 4, Contractor to clean up land restore disturbed areas immediately upon, completion of pipe -laying, in, the affected area. 5, All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compoctedl,, and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover.' Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing' debris requires a permit from the Fire Marshol. Burning of construction debris on site is prohipited. 2. Access for emergencyveehicles must be maintained at all times during construction. Temporary street signs must be, posted as constru0ion begins. Contractor must ensure that parked vetircles do not impede occess to fire hydrants. Fire Hydrants arei,not to be obstructed at any_, time. FREDERICK COUNTY SANITATION AUTHORITY, 1.- Water and sewer lines acre to be constructed in accordance with these' plans and specifications and shall requirements meet all requireents of the Frederick Count Sanitation Authority. The contractor shall coordinate with this agency and arrangie for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance, as the Inspector may require in this effort. 3. Temporary termination oif sewer line shall be plugged with a watertight plug. The ends of the laterals shall be marked with a treated 24 ,post extending from the plug eighteen (18) inches above the ground. The. top six (6) inches of the post shall be pointed green. Sewer lateral elevations to be compatible with gravity service to proposed 4The FCSAh sW responsible! Mort the ins installation of water -buildingsdrawings. . properly p y g meters. Before a. 'permanent meter is set they will require; 1) the ,(frame and cver be ro erl aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the tot, 3) the distance between the top of the cover and the yoke .bar be between 18 and, 21 inches, and 4) all components of the meter box assembly to be in proper working order. ' It is the contractor's responsibility to have the meter box installed ic'orrectly. 5. The Frederick County Smnitation Authority 'shall install all water and sewer services that connect to existing lines. The location of the tap and the: termination point of the lateral are. to be coordinated- with the Authority's assistant engineer. 6. The Frederick County Smnitation Authority shall tap all existing waterlines.. They will furnish the materials for and make the tap. The contractor must make application for and, poy the cost of t is work. 7'. Frederick County Sonitaition Authority approval of this site plan expires two (2) years from date of approval. VI'RGINIA DEPARTMENT QF, TRANSPORTATION 1. All work .on this project shall conform to the latest editions of the Virginia Deportment of Transportation, (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state,, federal or local 'regul(ations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringenit shall govern. 2. All construction shall co)mply with the latest U.S. Department of tabor Occupational Safety & Health Administration and VOSH Rules .& Reguhations. 3. When working on VDOT ingght,-of-way, all traffic control, whether Permanent or temporary, shall be. in accordance with the current edition of WIJOT s work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge. Specifications, Section 104.04- C. 4. Design features relating to construction or to regulation,, control and safety of traffic may be subject to change as deemed necessary by VDOT: 5. Prior to initiation of worrk, Contractor shall be responsible for acquiring all necessary VDOT land use permits for 6. in r and o the VD wayy. 6 if work requ"re by ther�focal VDOT Residency Office, a preconstruction conference must be arranged and held by the Y g e % r per wiith the attendance of the contractor, various County agencies, utility companies and VDOT rior to initiation of work(. /. Contractor shall notify tthe. local VDOT Residency Office when work is to begin or' cease for any undetermined length of time. VDOT will a'ilso require 48 hours notice for any inspection. 8, The Contractor will be 'r(esponsible for maintaining adequate access to the project from the adjacent public road- way through •construction anid maintenance of a construction entrance in accordance with the Virginia Erasion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project sal be maintained through consttruction. 9. Contractor shall ensure • adequate drainage is' achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or' proposed VDOT right-of-way are to have minimum 36" cover and, when possible,,to be installed under roadwaydrainage facilities. 11. Aunusual subsurface conditions encountered during the course of construction shall be immediately brought to the An of the engineerr and VD.OT. Work shall cease in. that vicinity until an adequate design can be 'determined by the engineer and approved by V,D.O.T. ' 12. All undercut areas and (borrow material shall Abe inspected and approved by VDOT Inspector prior .to placement of fill. , 13. All roodway fill, base, swbsurface material and' backfiil of utility/storm sewer trenches shall be compacted in 6° lifts to 95% o,( theoretical rmaximum' density.as determined by AA HTO T-99 Method A, within plus or minus 2% of optimum moisfure for the fwll width of any dedicated street n ht-of-way. At the direction of VDOT Inspector density tests performed 'by m qualified independent 'agency sha� be conducted as required in the VDOT Road and Bridge Specihcat+ons. A co yy of 'all tests shall be submitted. to VDO T ,prior to final VDOT approval. 14. VDOT Standard. CD and Il7D underdrams shall be installed where indicated on these plans and further where determined necessary by .VD(OT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right -of - way shall meet VDOT d • n standard nand is the developer s res nsibilit . ., an ds po y minimum esig z , p . 16, If required by the locol. VOOT Residency Office, copies of all invoices for materials within any dedicated street 'right-of--wa must be providfed to the VD(1T Inspector prior to acceptance of work. Unit and total, prices may be Y oscured_ 17. Prior to agceptance by )VDOT of any streets, any reqquired street. signsge and/or pavement, markings must. be installed by the 'developer orT,, ;at, VDOT s discretion,,, by. VOOT on {an account receivable bas . p (. Y p ) ations as shown can the 1a3 CG � �12 Curb Ram' s (persons with mobilit afi airments should„ be constructed at •lac plan sheets or as directed Iby the V.Q.O.T. Engineer/inspectoe. , x a n t , r r ./" ,�-, /', r/r 11' .. k Y.iv'. rr1. /:•. .i.;/m> F6 A/ Y./..41 hi/ /.. ./sHn',..Yr >-f.'Y.:L l r. ,':>:.1 .r.1./.H..r- ,. ✓.•'XAL.V rM rFy G 4 i cri ro.+o� .r rsr r .i.> ti .' s<r � ./r ,r� .,u r. r � >a�/r or /inr... fS•;� r .r,/vrr� fr ,evolver-. i}� ii ry line.; "vr �iii8i, ; .n ?rnii w 9 F F/n� �.r '3.irF i I M�T) Ffto� a k ,SHEET I1VDE,�Y 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION CONTROL PLAIT 4 STORM PROFILES, SECTIONS & MISCELLANEOUS DETAILS OWNER/DEVELOPER: RALPH S. and CAROLYN P. GREGORY , P. 0. s BOX 520 STEPHENS CITY, VIRGINIA 22655 i-540-869-3500 angineers Lana manners ourveyors AUG 19 1999 150-C Olde Greenwich br, 200 North Cameron St PLANNING DEVELOPMENT DEPT.OF 1 Fredericksburg, Virginia 22401 'Winchester, Vir inia 22601 g, , PHONE-6 (03) $98-2115 PHONE (540) 667-2139 , � 'Project Number FAX: (703) 898-2115 FAX: C544) 665 ' 0493 _. t 1 4. Sheet Number of 4 � M ® ®I L1G-AP raw ad1 Owen A) 0 d f1Yf DON, O ", _ YA� Ya rtrl wDro rM. AI!/rcaWa Cawruywrl Jo7r1 - - _ i. Yr,>in.,�ra. S Y!rt o PO 1/n Cl^i-R T - _ .�pW 1111e CG l _ va rra,n Sraerou Cµr . /p •'. i o o�ao a Vdatrot Swa / °~F.91- E91>,2• saw o.o �, ... tra► cDratf fvao bite �W. � LTi-79 $yam •e.o -6'C-i_L--S _ _ -rYPFOR USE AF RM`T E &f hit ip1 u5E A7 Ar'P'„{. AdtlE SI NEtT \-'ss ((C l 1 fY:t CUs'YECTOMS AeV CCWYEAt%Al •la• CpM1llyud Lm"GI, Ot fllIYA4 COrCIW I I!?G•y TIuJ TrdEK 4vkUOr1 1 RADIAL. PLAN cawlh fA^RAIKEs. }} Sr.•oard �/� .f.r2�T o / - _ T� tJ Pr d.sope 6-0' bA 60 ,9 vo, L_ t al� A - -J T ANGFNV PL AN lsavrTRK VIEW %rowe Srd. CV ! CC I IJ ulW. A'OrES r'4Is f/f dafoarw Crp,Mp /ray ro p reff t7 Cnr/r1 ldpal A-1 // eGabrl M/n it PrulpwV: lPWa -._ $le✓,Yr MM -�- I e"Ie Ap aefe, rNrYr� lUIIC! r�ur (;ril Irr rVlle rl,')In d Rf /onto /Ipy 1r0 •to 77Qx .Ty be !with Or rNA" t.Ifw /f ito � e I?, „wy Waiver w cost In pioce rho a/<yl a r idrq s bit to prµkAfd Per n„ .4f>•Ma uyy'e(Aoo Yd.CG-P _- r ♦ ___--_.__ _ . _ . .� f!ld- Rrwip srou n/. wed a n,a. ••.:.n .rya. d IV r CC 16Jemu-•- . -,• _ .Iw ed !uu d u e raga la Q l'.o.a nr'dly 00el rffn rayo r'py r 6 us1.1p pw e � , ra'f wbfo ct w „cf.w )dn .un rd(j j,o 1 Dad M -. V r,4Y 1p,ta)d d for O-W", . KO oorANy fl,.d„nLNJ ocl'd m D. poff. am1-P0 Cfo Op dais A 4. SECTION A A Thfl ft- r.ay to Rew'rm Jws me I. f. 1rp 5 • Bptsred "Centerld c.nw crap DJA .Mu of Ira !.W ,s.v.f. rnlr in peed rrop•ova Op1nY fa.p flay. Yi""'A y.Y1 cove' iI4% •S ' fr Aul 1 IYK. C✓D ,u.p..iI1 a mvvlu a ad Dale fa or fro _Dcf trW p'1Ces for,lyara.nic Ceors %Pwe✓slam Lonsv.&( r Cann/e.• • 51ca'I aaw,e d f.d aW&20fe SIO-Wr c,,Wore Inp"KS - Sdie 1&Yd.lnumm j• '*e Cu`01 yb OM OVfr fUDe lranlhlard Wjura Ia "D foAW are IM-W In fayro if I fa wb1cu ii One "Or. 3%+-�� q+r 'rl'.1M used !n cMlreC/l✓! with Slarane CC7 r CC 11. ­0 foe. on INS Sladrd If '. _ ' .' • • - • f0 C. Od Jufreel 1. ethY Ife boreoat .are C04" Wwrm SECTION B 13 - ® KWffON ro/e IS d✓o-ed es . CwYf.' O C✓D Rartyu ors to 1. .,4w as s•ta.n - Ile piafd r as ofrsfed 4 It, rigb..r rd WOAr/r.tied.11p.lp.//rr !ad fay , 130,14 rAW r. to fro y0vidW of 11/e•f IA&,w rllrera- yI acC j," ra.6# a w;la'n in# r M df i �o Urdu d E.Dosee W" vebe Oir pan rnsgrl'q ui aa7sSlDb Nan 5 d D wq x a riot" /aNMI� -lms.t a Curb I�oiass If rAelfm tf,fa,.aft Is e.,lrllµ • fryldly Il•1 con 0. aary :nsa...wrl OM preposwf w nyM.lilrY ref " dfsd W prx 0, Ian :1IK.Males of AA_u .1 y.a,o Trw/�w rAY. r�d1n d sfaM all v s'deruH tome 4. Dlf Aces rftq Or aA Ofralsa Ire f 1ptce yt /0fl IhPA 7' ♦ 017.�1gh 1MaM,.IrYf. A• foMJ,dsha,la Sniff krafrf Were f-Si le r)Mf. J--` , -- E.7fKAp "pM DDAes Ike yarina e, ryi InWt. w! wlJl.nro Were ya:wen CURB RAMP _ ffYc,t„ - AYrlAi.tY (PFRSONS W/l H MOBILII Y IMPAIRMFNTS) S,P y03Dy� VIIAYWIA MPAR7YrAIT a IRAVSPpf7A11(le w* ]ask-, mp.oacl. snore CC n iRad.o io be oe A fa/oa.p as -31 " .horn nn pIW, •••. rood+., - IRadvo to De v+ R",i binotien I 11 sh..n on plecff� 1" \- + curb and gutter 1 �/r � IP r I Sid cc-n: � / I \ h,. Ctatf A711i.E.5. .b �•�'. p,..l:, b. b- _..- - - - .__- Op Landria. Liner, � n I-O.pTuon� � i I � - pmeron JMnt - A SECTION C-C v.•e' W dth `8" 2 -0' of o, ueinlna ,oaa.ey 'so .'• an typic.i section PL AN VIEW J centt'uet G'no. rh, q.e in 10• Peeabofc Cvevo tog. of 5ha'0 7 ' r _ Q or Opli.-tFlo. Line S... (y,w.To .. uaV•fne Roonrdy - . " - __ - - - - - - -- -. - - _ when SVC CC-11 I. ueod ter enhance. D8t n C,vtr.Don with vDOT p•a;acts. Memo Slope C". I p hats t e fdbwtnp+ D x x ua.nMe yavomem chat oo cooerevotee l0' a 1w S!reet Ctr.n.et on 10 1hs rl' W sn. ie.cept any ubp' oa. 1110O.s.able for :ommo'de Enrr ftaY$algn roauso0 for mdnine pavernMl .1uoh can De Omltea in S' ten the .nbdnc. I SECTION A A 1z defl-b .• en. nwb and puttee anal rot be constructed b.ya.•d the ftrw in. .-Of in, '0010toment pu•peee. Guidelines for Grade Chonge D wryn veod a conHr CDon with Stonaord CO 3 a M 7. the curb $me - tors Stanooed o to to od;wfted to match the Enironc. Vdum_e Dee. rsb. Wm maxsltabt. cwb confip-t-, "gh !,hero thT 11W VPO) 0 r 1 t Ste Stohderd CG-12 tar Curb Pompn dow In De uwd wnh 00, Stor.en'd llooivm 1500 '700 vP01 1 3 1 b when the entra.re rad.cTnc1 accan,modol♦ Lo+ tMf. Itwn 500 YPCt + 6 7 p y the t✓tv,I rodui.emonis of onocipat. heavy .ck tr s• ic, car.s+a e'arron .1-4d be ¢.en to mueofefQ ttta de to of od,wcent proposed f;derDM1 to 1 W .e X0ptiond"owlne mow be used la eet•oncee in rut vCli IDpll.nd fb.Wre may 1.44'. faith.* of a p ort�on ct putte• to p•cc'ud. perdr,,q of .ale, WFC00METHOD OF TREATMENT- `-"-- CONNECTION FOR STREET INTERSECTIONS S01 AND CONIVERCIAL ENTRANCES :IPWAA OEPA/!1.(NT CI 11RAMSPORTA11D/1 203.08 N/F RALPH 5. GREGORY and CAROLYN F. GREGORY 2 FT CONC. -- Opequon Magisterial District FLUME AGGEss PIN 75-A-51 v�° 30,488 50. FT. x �x NOTE: F,C,S.A. TO PAY FOR: MH-i 206 L.F. 8" 309 35 MH-2 3EWEP LATERAL �N\N� MP ,pF WPC �M� N� FOB- 1�\G POLE MOUNTED HANDICAP PARKING SIGNS INSTALLED PER VIRGINIA STATE CODE SECTION 36-99.11 r_ GLM p Op o 'FREESTANDING BUSINESS SIGN MAX. HEIGHT35' MAX SQ, FT.: 100 SQ. FT 10' FROM PROPERTY LINE \MQ f VDH `� WALL MOUNTED 48,5' LIGHTS VDOT CG-12 X �S RR PIKE IN WPP y EL=773.51 a NQx PROPOSED ONE STORY GLM 2 n *POT G R. DpAH GAS ES1ol•' X SHE NpN 1680 A 10 PER D.DMg01 . 10' LANDSCAPING WITH , i FULL SCREEN x � ' SX IRS / --x- _x In Tr--' rFE IRS C) 10 S47+57'05'W &D(: R=883.05' 18 6. L=13,02' 86. 48' (TYPICAL) SIGN i ti EDGE OF PAVEMENT N/F COUNTY OF FREDERICK ZONED - RP USE - SCHOOL Z P.I.N.: 75-A-54 AYLOR ROAD 12' a. SAWCUT AND PROVIDE � TACKCOAT PROPSED U-i GRADE EXISTING PAVEMENT VDOT CG-6 1 1 /2' SM-28 ° 3 1/2' BM-2 EXTEND 21-8 8" 21B i FT, BEYOND BACK OF CURB * MATCH EXISTING CROSS SLOPE AYLOR DRIVE WIDENING SECTION LEGEND: ABBREYIIATION DEFINITION CMF CORRUGATED METAL PIPE GA GUY ANCHOR GLM GAS LINE MARKER INV. INVERT SANITARY MANHOLE TRB TELEPHONE RISER BOX WPP WOOD POWER POLE WOODLINE SPOT ELEVATION IRS IRON ROD SET OVERHEAD UTILITY LINES PROP. STR. #1 TYPE: MOD. ES-1 PROP. MANHOLE NO. 1/ RIM= 772.90 INV. OUT= 768.10 INV. IN= 768.30 OUTFALL "A" J N/F RAY and LINDA J. SHIFFLET ZONED - RP MOD. ES- 1 USE - RESIDENTIAL P.I.N.: 75-A-52/5.3A SIGHT DISTANCE 500' +/- MOD. ES-1 RTE 647 - AYLOR ROAD OPEN CUT ROAD CROSSING MOD. ES-1- EX. INV. (768.52) LEGEND PROPOSED CONCRETE � L�� PROPOSED PAVEMENT (8/2) PROPOSED HEAVY DUTY PAVEMENT (8/3.5/1 5) UTILITY PEDESTALS 0 0 EXISTING STORM DRAINAGE & STRUCTURE El PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN --p W a EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX 0 4 we -- PROPOSED CURB & GUTTER PROPOSED CURB W/REV. GUTTER SLOPE PROPOSED FIRE LANE FIRE LANE EXISTING SAN. SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE iELEC PROPOSED UNDERGROUND TELEPHONE SERVICE ! TELI PROPOSED GAS SERVICE MAX. A'EIGHT• 35' N SQ. FT. : 100 SO, FT 10' FROM PROPERTY LINE 18' _30' E CG-12 N.C. ACCESS RAMPS AS DIRECTED BY- 30' N � G--11 ENTA IRS INV. (769.87) PROP. MANHOLE RIM= 772.55 INV. OUT= 769.73 INV. IN= 769.90 _ OPEN CUT r ROAD CROSSING EX. INV. (769,32) O EX. INV. a (769.09) r rT► u rn ® SEWER MAIN TO BE PLACED as WITHIN RIGHT-OF-WAY LIMITS. 00 50' RIGHT-OF-WAY RETAIL/OFFICE BUILDING 3395 SQ.FT, TOTAL, AREA PROPOSED 10 FT, W1D£ F. F. = 774.33 UNOBSTRUCTED FIRE LANE /Z BLDG. HEIGHT=35' (MAX.) /m i rya ° �`.. &I MalQaa �aroororo WP .I �- OUTFALL "B" M. 5EC. ROUTE 647 °° AYLOR ROAD 40' R/W 5PEED LIMIT - 40 M.P.H. 1-FIRE HYDRANT ASS TAP BY F.C.SA. VDH MON. EXISTING WOODED AREA (SCATTERED 4"-8" HARDWOOD TREES) 10' LANDSCAPING WITH FULL SCREEN rT m t' NF ROGER L. MOGLE AND DEBORAH K. MOGLE a 0 • ZONED - RP USE - RESIDENTIAL P.LN.: 75-A-49 a A __-- WALL MOUNTED 4 e SEWERS PROP. GAS SICE a 4 LATERAL 25 ACtrve 25 Inactive Buffer Buff PROP. MANHOLE NO. 2 - 15.20' SETBACK - 16.53' SETBACK IIV. (D Q (D O775.00 INV. IN= 770.70 t - - �2 U G TELEPHONE4e CONDUIT 206 FT - 8" S fR ®1.079e 10 C ESAPEAKE & POTO TELEPHONE CO. PROP. STIR. 2 CO. 0 VIRGINIA EASEMENT 3 TYPE: ES-1 Q �- TWO 900 PAIR /G BELL ATLANTIC TELEPHONE CABLES v I - 187.8 Y R� -- - -- 3/4' WATER EX. 14- W/M (APPROX. LOCATION) METER EX. 2' WRPU STL. GAS MAIN AREA TO BE DEDICATED (APPROX. LOCATION) 4,685 50. FT. < EDGE F PAVEMENT TAP AND METER BOX BY F.C.S.A. N/F WPP N/F INV. '(768.90) ROBERT L. HOOVER ZONED - RP USE - RESIDENTIAL SIGHT DISTANCE 479' +/- P.I.N.: 74B-4-A- I RTE 647 - AYLOR ROAD I I (^ CONTRACTOR TO CORE DRILL NEW INVERT AT BENCH PROVIDE KOR-N-SEAL ADAPTER INV. = 765.60 (EST.) EX. SEWER MANHOLE RIM= 770.27 x CONC.= 765.83 v INV.=765.10 D Z V) lRR_ILL�t�11ily Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 770.50 769.30 64.00 14X23 1.88 RCEP 2 770.05 769.90 10.00 18 1.50 RCP 3 770.60 770.50 12.00 8 0.83 CMP 4 769.00 768.50 24.00 14X23 2.08 RCEP REZONING AND VARIANCE NOTES: REZONING FOR PORTION OF THE SITE FROM A-2 TO B-2 APPROVED NOV. 8, 1972. REZONING FOR REMAINING PORTION 0.149 ACRE (6,502 SO. FT.) FROM RP TO B2: APPROVED OCTOBER 26, 1998: APPLICATION NUMBER 014-98 OF GREGORY INVESTMENTS WITH PROFFERS AS FOLLOWS: -NO STRUCTURES WILL BE CONSTRUCTED ON THE 6,502 SQ. FT, REZONED TO B-2 VARIANCE 1020-98 -BOARD OF ZONING APPEALS -FROM SETBACK VARIANCE FROM 1-81 OF 34.82' APPROVED SEPTEMBER 15, 1998. -FRONT SETBACK VARIANCE FROM RT. 647 OF 19.80' APPROVED SEPTEMBER 15, 1998. -MODIFICATION OF SIX-FOOT OPAQUE ELEMENT OF THE REQURREL FULL SCREEN ALONG RTE. 647 APPROVED DECEMBER 15,1998. -REDUCTION OF THE SIX-FOOT ELEMENT BY USE OF A 2 FT. TO 4 FT BERM. (SEE GRADING PLAN SHEET 3 OF 4) PLACE THESE PLANTINGS ALONG TOP OF PROPOSED BERM. SEE GRADING SHEET 3. T. W. and MARY R. PATERSON ZONED - RP USE - RESIDENTIAL P.I.N.: 75-A-48 0 :: �:x ''��'' C -� Q Q •GL Q } I Cn N v) I Cn I cn I cn m 0 CS CS r__1 CD LD cn Z W M 0 U cry c.n U Z li. W M o w C-) co J ~ 0 Q p c/7 Z � = U Z W 0 Z PROJECT SUMMARY > < Y o z TAX IDENTIFICATION NUMBER 75-A-51 ft CD o �' Q CD W EXISTING LOT AREA 30,488 SO. FT. or 0.70 ACRES ¢ z z Q ZONING B2 M U? z z zn CURRENT USE VACANT cm ni-- t • ca- n L PROPOSED USE RETAIL/OFFICE a. CL Cx_1 Cr_1 ck� tz W Lij W 1.1 Lij Lij a_Cl- a_ Cl Q_ d SETBACKS ,A o 0 0 0 0 1� REQUIRE P 11 W Lao W W W W in cn cn cn in cr) 5 FRONT 35' 15 20' ROD � � � � n, ' SEE REZONING AND SIDE 0 50 VARIANCE NOTES cJ5 REAR 0 15.18' uJ s aj' � rn Cri I 1 n C,p In �- L-- FLOOR AREA 3,395 SO. FT. ', ', d- �, 00' oo' DEVELOPED LOT AREA 30,488 SO. FT, RIGHT-OF-WAY DEDICATED 4,685.50 SO. FT. C-,j f-� -zd- U co RESULTING LOT AREA 25,802.50 SO. FT. LOT AREA (DISTURBED 28,900 SO. FT. FAR ALLOWED 1.0 p FAR PROVIDED 0.17 (BASED ON RESULTING LOT SIZE) •�'' t Ail -. MINIMUM LANDSCAPED AREA 25% 6,450 S.F. g a . LANDSCAPED AREA PROVIDED 60,15% 15,520 SO. FT. PARKING REQUIRE PROVIDED TOTAL CIS> 6 RETAIL/OFFICE Lu (1 SPACE/200 SQ. FT.) m STANDARD SPACES -17 17 • HANDICAP SPACES PARKING LANDSCAPINGTOTAL PROVIDED 18 PARKING LOT PERIMETER 349 FT. PERIMETER TREES REQUIRED 8.7 (01/40 FT.) PERIMETER TREES PROVIDED 9 INTERIOR TREES REQUIRED 2 (01 /10 SP.) INTERIOR TREES PROVIDED 2 Cd PARKING LOT LANDSCAPING REQ'D. 341 SO. FT. 0 5% OF 6,815 S.F. 'b PARKING LOT LANDSCAPING PROVIDED 511 SQ. FT. • NO STEEP SLOPES, FLOODPLAINS, WETLANDS, SINKHOLES, WOODLANDS m OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. • c A 3 Wes' EXISTING~ FIRE HYDRANT It > I W, e \�G1N Iq x O Z o O �wCLYJOw NOTES: _ 1' Z ~ Q p0 wOw 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE ,6 v w (r a REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. o 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. �A/ 0 W W o 3. NO OUTSIDE DUMPSTER PROVIDED, COMMERCIAL TRASH COLLECTION BY OWNER/OCCUPANT VIA LANDFILL PERMIT. 4. NO OUTDOOR STORAGE AREAS ARE PROPOSED, NO TRASH OR TRASH CONTAINERS SHALL BE LOCATED OUTSIDE OF THE BUILDING AT ANY TIME. S PLANTING SCHEDULE BOTAN/CAL COMMON NAME SIZE AT PLANTING SPACING QUANTITY { FLOWERING PEAR FLOWERING PEAR 2" CAL. ® 6" HIGH AS SHOWN 11 P/NUS STOBUS WHITE P/N£ 4 FT. MIN. PLANTING HEIGHT AS SHOWN 22 SKY ROCKET JUNIPER SKY ROCKET JUNIPER 36" M/N. PLANTING HEIGHT PLANT J' ON CENTER 30 FORSYTHLA FORSYTHIA 48" MIN. PLANTING HEIGHT PER DETAIL 21 (D BURNING BUSH BURNING BUSH 36 " MIN. PLANTING HEIGHT AS SHOWN 61 EMERALD GREEN AR90RVITAE EMER4L0 GREEN ARBORKAE 6' MIN. PLANTING HEIGHT PLANT J5' ON CENTER 41 UPRIGHT YE11S OPR/CHT YETIS J6" PLANTING HE/CHT AS SHOWN 16 ,SEEDING REQUIREMENTS Permanent Stabilization.' All dsturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows., 200 lbs Tall Fescue per ac. 12 lb. Annual � per oc. 1000 lbs 10-20-20 Fertilizer per oc. 2 tons agricultural 14'mestone per cc 2 tons straw mulch per oc Permanent seeding will occur as the ff'nol phase of construction GRAPH/C SCALE Temporary Stabilization' Sewing to stobi/ze areas left denuded for more than 7 days, but not 20 10 D 20 40 yet at final grode shall be as follows: 60 lbs German Millet per oc. ('May through September) 60 lb. Annual Rye per oc. (October through Aao ( IN FEET) 450 tons 10-20-20 Fertilizer per oc. 1 inch = 20 ft. 2 tons ogncu/tural limestone per ac 2 tons straw mulch per oc. Seeded areas to be watered and cored for as necessary to provide grass emergence. O � � v v W SCALE: 1 "=20 DRAWN BY: ,.IDS PROJECT NO. DATE: 2-3-99 _ SHEET /2 of 4 CONSTRUCTION ff A SILT FENCE (WITHOUT WIRE' SUPPORT) 1. SET THE STAKES. 2. EXCAVATE: A 47X 4" TREDICH UPSLOPE; ALONG THE LINE OF STAKES. 6.11111f• Ijil fLow III- _— � 4. 3. STAPLE FILTER MATERIAL 4. HACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. TT INTO THE TRENCH pll l A- � now / SHEET FLOIiV INSTALLATION (PETt3IPECTIVE ww) I I POINTS A SHOULD BED HIGEIER TpAN .IidINT B. DRAINAGLFWA11Y 1I1iTSTAUATION (FRONT •HL'EVATION) ` Prune ccdominate leaders Prune rubbing or Cross branches DO NOT stoke or wrap trunk unless necessary Remove all tops and iobels Cut away all boliN ropes - Remove top of wire basket -__ Widen and score hole will Remove container and cut circling Lem'e solid sal pedestal - do roots it container -grown, or as much not dig deeper than ball depth burlap as possible if field grown DO NOT prune terminal leader or branch tips 1 / ✓ Prun,! narrow crotch angles and water spouts Prune broken branches Prune suckers 2'-3" mulch kept away from trunk Soil well to ,ontain water 1 1 N� MPS Wp�� ,�1 �`✓\M1�p,�a .0 VUH NIF IRS RALPH 5. GREGORY and CAROLYN P. aEGORY Opequon Magister l Pbtrict PROVIDE 0.75 CI ffl. _ sF PiN 75'A-1 CLASS 1 RIP RAP 3n 4AA 56 FT i TREE PLANTER DETAIL --UNAIIENDED backfill soil —Partially bockfill, water to settle soil, finish bockfillin; —Area for water drainage ' TEMPORARY SEDIMENT TRAP A� 00 DETENTION POND A� `` Y IRS• ....! � TREI IRS S47---- _— _ - 'ram, � � ~ ',• - ! ' _ - ,05,>W • 86,54 r•• L_ 02 q 13 ' • `� IRS RIP RAP .SHALL NOT EXTEND INTO RIGHT -OF -WA( % \ �.:.. 4- SIGN ­ 771 ...,r...................... __..tss.. ,. l .....»..r• .87} .... 'E•bl Ann r........... ... �..._»»«.•�.__........ - - ---_ i�tt? ahl�}�9 y_..e r PROP PROP, STIR. ., - TYPE: MOD. ES -I ; } MANH( ! - - PROP. MANHOLE NO. I �••''•. •¢ i RIM= 772.55 RIM= 772.90 MTV' OUT= 768.10 INV: IN= 769.91 . NIF _ -772 COUNT)' OF FREDERICK OUTFALL ZONED RP'� USE - SCHOOL P.I.N.. 75-A-54 N/F ._. __ __-------_..•..._._ _.._ ._ .Y, ;,.� � I RAY and LINDA J. SHIFFCET j I ZONED - RP MOD, ES - R SID NTIAL(76�.32) USE E E NV. P.LN.- 75-A-52/53A t CA rn . (7 ) ,9.09 SIGHT DISTANCE 500' MOD. F NcM'I-� _ .................................................... ---__ +/ - ; 7 . Tar, .............•------......_......................................................... RTE 647 , . AYLOR ROAD j v ...«......+�rrrrr,rrrrn www.•ww w••... 'T:�2 - -- --- — - MOD. ES-1 I COURSE_AGGREGATE I TOvSE DINENT B TRAPPING DEVICE • MUST EXTEND FULL WIDTH I OF INGRESS AND EGRESS OPEPAT'ION P L.A N VIEW --_ FILTER CLOTH SECTION A —A 10, MIN. E� IS "f ING --jPAVEMENT I \ 10''IN. I M �L- F—r i,a..-ca, awn "c c UKAIN Z VAL SEC'TiON B—B SOUKE: ADAPTED from 19LI rds for 54 wra4m aDd SStftp I�f nhnl, and Va. CSWC Pbte 3.02-1 PIPE OUTLET CONDITIONS EX. INV. (76&52 A A i ado d25 o — 25Pips OUTLET TO FLAT -- AREA WMI NO DEFINED N� PLAN VIEW CHANNEL N I I -- L n _ A �%��•� do PEPE CIUMEY TO WELL •�, ����y:�.�:i��3►� w��.�F��w_ ruzu cilam M IN•. 11. N 1, 1 11 too 0111M pwkwm .f. OR CONCEITS. 2. ILUA THE LEWM OF THE WRAP APRON AS CAILV1,111TRD ,1,1 AND F !+ ce: Va. DSWC Plate 3.18-1 TO BE PL RKrKT-OF- r r r " VDH MON. EXISTING WOODED AREA (SCATTERED 4"-8" HARDWOOD TREES) ram, SILT FENCE CULVERT INLET PRO TECTION 1 — ENOWALL I f L TOE OF FILL 0 0, SILT FENCE ��-% , DIISTANCE IS 6 MINIMUM IF FLOW IS TOWARD Ek46kNKMENr FLOW OPTIONAL STONE COMBINATION F_OW •VDOT #:5, #357, f5, #56 OR 057 COARSE AGGREGATE \'---CLASS I RIPRAP TO REPIAC:E SILT FENCc IN " HORSESHOE < WHEN - HIGH VELOCITY OF FLOW IS EXPECTED — _ --- SOURCE: ADAP''ED from VDOT Standard Shoots and Va, DSWC r_1 ROGER L. MOGLE AND DEBORAH K MOGLE ZONED - RP USE - RESIDENTIAL P.I.N.: 75-A-4� �n 4 0 PROP. MANHOLE NO. 2 775.00 INV. OUT= 770.50 INV. IN= 770]0 ----T3- -- r r�— - T73 206 FT. ~ / r PROP. STR.. 1 — _ TP� Z. ------------- 187,8E -- `—OUl'EALL B .._-.••_—_,s.�_W---- .-.-.. .�.._ --._.. >:x_W ..._:_.-__._._�._.....�. __ �a>�,x.---- _ ............... Y.A:.�g... RATE 647............................................ .. �13 AYLORROAn 40' �/W..".........".......................................................t::...........................l....`...... WPP NIF JINV. 768,90) ROBERT L. HOOVER ZONED - RP I USE - RESIDENTIAL SIGHT [DISTANCE 479' + - P.I.N.: 748--4-A--1 RTE ,47 -- AYLOR ROAD CONTRACTOR Td CORE DRILL NLY INVERT AT BENCH PROVIDE KOIR- -SEAL ADAPTER EX SEWER h RIM=770.27 CONC.= 7a INV.=765.10 aR4RH/CSO,,4L,E 20 t0 — 0 20 -- 40 (INFF_ET) 1 inch = 20 ft. Culvert Summar h FLOW INV, IN:: 770,60 N/F T. W and MARY R. PATERSON ZONED - RP USE - RESIDENTIAL P.LN.: 75-A-48 PLATE. 3.08-1 LEGENV APEE16AIjQN QEFINIII�i CMP CORRUGATED METAL PIPE GA GUY ANCHOR GI_M GAS LINE MARKER INV INVERT SANITARY MANHOLE TRB TELEPHONE RISER BOX WPP MOOD POWER POLE WOODLINE SPOT ELEVATION IRON ROD SET UTILITY OVERHEAD ITY IN U L LINES -LEG D 'b(IsTING STORM DRAINAGE & STRLK;TURE O _ PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CUREt & GUTTER DRAINAGE Flow EXISTING GRADE PROPOSED GRADE PROPOSED EASEMENT AREA, - PROPOSED SILT FENCE- CONSTRUCTION ENTRANCE y ' RIP RAP CHANNEL LINING � SILT FENCE INLET PROTECTION DRANAGE AREA BOUNDARY PROPOSED CURB W/REV. GUTTER SLOPE-- ---' DETENTION POND A DETAIL AND TEMPORARY SEDIMENT TRAP DETAIL Top of berm at77350; Emergency over loll at 7722' PrnrI nrnda "--CLASS I RtPRAP ( Embankment to be placed and compacted in 8' lifts, C. No topsoil, organics or stones greater than 6` diameter shall be used, Material shall be compacted to 95% of maximum density tit plus or Cronus 6.' optimum moisture. Core material shot( meet the followingg; Unified classification; SO, SC ML, MH, CL, or, CH, Particle size; 95% passing (12 sieve od Lining on Crest lass I rip rap tiring on chanrO over slope Class 1 Geotextile to be provide beneoth rip rap. E1 R t eddQ Bu0,5 p U u� ck�cz.ck� CMI:)CnMC) u� w O c� <C C/ cr, v z L._ w CD Z 0 Q�t"'a� 0O w S c C/) � Z Lj � O ¢ U W S�zvo C1::D Ca-L- cL Cl- CI' cr C1_' 0f Or- L,J w W L.J w Cl- r1 CL Cl- C1_ C7 Ca C] C] C] w W W w 1, c_nC_nc_ncnc�n G'_, 0::. cr Qf M �I p�CT) Q Cn' IF� I I' '1 0 I 1 1 I I r� r� Ln aD oCD too 0 psi o�- y LL •sal > w aID as � a. —v � J O • c a F AS y I E - W ck� P92 XX 4 _x p J ;z wax a 0Lil d toW _ U0 �NUJI LZr, �Oz . Q P� W�W' Of It Q 6- o U n. -� c °?V100 d Q V ® ` O Ll Q) V SCALE: 1" 20' DRAWN BY: JDS PROIJEC:T NO. DATE: 2-3-99 SHEET 3 OF 4 CG-6 i a ii�i Q -a- :c �� I R nn' 30 on' STORMWATER MANAGEMENT POND +., SDR 35 spigot by gaskefad SOR 35 spigot by R SDR 21 gasketed a, belt 45' bend bell odopler k 2' vi V 4 � locator peg , rd •� ' �� , . �� e5•, 1 3 minimum r} SDR 21 gasketed 35 8"x44" pipe and fittings gasketed be1JJ wyr Spyten waslap �;. property line le" 36" min. cover 11 ", `C y�' ,cJ '•,y '� 1 4' ..�: treatFd 2 x 4" with -� top 6 panted peen 4" pipe at 2.009 p" minimum grade .4. GRAVITY SEWER SERVICE LATERAL Figure 15 MT-72 Rev. 05/96 ca SUBSEQUENT SPECIAL PROVISIONS 1. A!1 patches are to be t eplaued in accordance with the following regulations) and as shown on Figure 1, 2. The permittee will be requilred to replace the surface and base of the roads included under this permiit in accordance with the Roads and Bridge Specifications and this Speciial Provision. 3. BackCll material shall incliude a minimum of four (4") inches bedding materials (sand or #57 stone). The balance of the backfill shall be approved soil compacted to the bottomt of subbase layer (Type I, Size 21A or 21B). The entire backfill shall be free firont wood, decaying o ecayt g material, asphalt, concrete, ice, frost, large clods, stones :nnd debris. 4. Backfill material shalt be compacted to a minimum of 95% of the theoretical maximum density at optimutm moisture content, as determined by VDOT testing procedures, use mechanical tamping throughout the depth of the trench to sex (6s ) inch la yers era to insure that adequate support is provided For the subbase layer h ye (Type I, Sine 21A or 2IB). 5. It shall be the option of the! Resident Engineer to request and review the backfill compaction test resullts and/or authorize an inspector to monitor the compaction. 6. Cuts in roads with Surface Course (SNI) and Asphalt Concrete Base (BM) shall be replaced with ten (10") inches of Type 1, Size 21A or 21B aggr^gate compacted to 100 percent of the theoretical maximum density at optimum moisture content covering thie entire trench width in addition to a bench of six (6") inches from all sides), this layer shall serve as subbase. An Asphalt Concrete base course (BR1) mf a six (6") inch minimum thickness or match the existing base thickness, shall be placed over the subbase. A surface asphalt concrete course of a minim um of 1.5" (SM) shall be placed on top of the base (BAT) covering the trtench width. The asphalt concrete surface course 114.14' -- 2" SM-213 8" 21B 776 772 -------- I I EXISTING 18 CMP I 768 764 n � r� PROFILE Cti shall be slichtly higher (1/8"4/4") than the existing surface to provide a smooth grade into the existing pavement surface. 7. Cuts in surface treated roads with aggregate base course shall be replaced with the same lavers as roads with asphalt base (BN1) except the subbase lover (Type I, Size 21A) is reduced to six (6") inches and the (BAI) layer to four (4") inches but still keeping a six inch bench. The surface course s11:111 be a surface treatment matching the existing surface. 8. The cut to be backfilled shall be made as dry as practicable at the time of backftlling by pumping, bailing, draining, or other approved dewatering methods. 9. All cuts sides shall be trimmed to neat straight lines and a tack coat shall be applied at a rate of 0.05 - 0.15 gallon per square yard of RC-250 or CAE-2 before placing the plant mix. 10. Replacement of pavement shall be from edge of pavement to edge of pavement except when individual cuts are made and not covering the entire width of the pavement. 11. Placement of all Asphalt Concrete and surface treated courses shall be rolled where possible with a unit having a manufacturer's rating of ten (10) tons, and rolled until the aggregate is keyed into the bitumen. Where rolling is not possible, a mechanical tamp will be used. In all cuts stone is to be placed in the trench daily up to a maximum length of 500 feet, at which time the pavement shall be covered with a temporary or permanent asphalt patch. If the application of the bituminous laver is delayed for adverse weather conditions, the contractor shall provide and maintain a base course that is acceptable to the % T until u rD0 u such time as the appropriate v p e , ppr>'printe pavement patch can be applied and completion of the installation of the gas, sewer, and water lines, contractor shall restore pavement in the manner prescribed on the VDOT permit within (10) days. 12. Contractor will he responsible for any depression grater than 114" that occurs within three years of completion of patrhing. Correction shall consist of milling and replacing 1.5" of surface course mix fSM). CG-6 WITH REVERSE GUTTER SLOPE 776 772 768 764 W z J w a 0 �Ia 6.00' 48.50 50,00' PROPOSED RETAIL/OFFICE BUILDING F.F. ELEV. 774.33 PROPOSED GRADE SECTION A vR! tLL�llt)�1�JLI V N_ll Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 770.50 769.30 64.00 1423 1.88 RCEP 2 770.05 769.90 10.00 18 1.50 RCP 3 770.60 770.50 12.00 8 0.83 CMP 4 769.00 768.50 24.00 1023 2.08 RCEP z O O PROPOSED GRADE--\ °� cx' � O N 2 crj N � ll ll EXISTING GROUND � O ---- SDR 35 1 5 -7 CONTRACTOR TO CORE DRILL NEW INVERT AT BENCH. PROVIDE KOR-N-SEAL ADAPTER INV.= 765.60 (EST.) SITE ENTRANCE 4' The botton of the curb and This area may be concrete - - gutter may be constructed Y parallel to the slope of sub - at the option of the contrar✓tor, surface courses provided a mlr4,K^ depth of ?' is This curb is to be used when naintained design speed is 40 WH or less on Rural Highways and 45 NPH or less in developed urban & suburbon areas. Note; Comb, curb & gutter having a radius or' 300' or less (along face of curb) shall be paid for as r-odlal conbination curb & gutter. This Item nay be precast at, cast An place. Concrete to be Cfoss A3 If cost in place, 4000 PSI if precast. TRA aFSIR1CNCE COMBINATION b" CURB & GUTTER 103 VIRGINIA DEPARTMENT soz TRANSPoIORTATION 201.03 ' S D ►� 3� © .07� --- - -------'` 206 L-• F g 0 0 w : g9 + CN O O cq +r-+ u-+ _7i n ^ h h h h h h h FIGURE 1 MIN 1.5" OVERLAY ASPHACr CONCRETE SURFACE COURSE TYPE (SM) -- 1:xis`TlNG PAVEMFN1 ' ---,__ �-......... ................................................ ........................................................................... ASPHALT CONCRETE BASE COURSE (BM) MIN 6" ( ) TYPE I SIZE 21 A OR B A(.Xi COMPACTED TO I OOa/o MAX DENSITY, 21 A OR B MIN 10" AT OPTIMUM h101S'11JRE C;ONTEN"r SELECT MATERIAL BENCH TYPE I GBR 30 APPROVED SOIL. OR SELECT MiV'ERIAL BACKFII_L t '1 \ TYPE 1, CBR ..0 COMPACTED TO)S /e MAX DENSITY AT OPTIMUM MOISTURE `•�O COKFENT �\ Ptf t_ BEDDING 4" I 49 SAND OR NO. 57 STOKE MIN. TRFNCFI WIDTH TO SUPPORT ► O.D +24"(e) ` - - TRENCH BOX FOR PIPE LESS THAN 12" THE TRENCH WIDTH MAY BE 36" MAXIMUM. SEE UB-1 (ROAD AND BRIDGE STANDARDS VOl.l1ME II) CUT REPLACEMENT IN ROADS WITH ASPHALT CONCRETE BASE AND SURFACE ENO -SECTION i2"-60' PIPE Hub enO an ov�bl bid-sechon6 �SpgW Old or -ol on sectw a ,_(_ K I.. .- ,i X ' - E I--------- 2+00 SEWER LATERAL PROFILE ALTFRNATE END -SECTION 12" 60" PIPE Mrb ena or, out W rw+d - sections ' 5pi0otetiaon mle1end- s films X �==- x Concrete to be �--1---------- _ E 4000 ?SI Min ------------- ES-I Concrete lobe 4000 PSI Min ` PLAN PLAN �yl1Ma tleell 3\r �bqe /y----�:.:c._... _..._-,_ 31g� - --•�� '.\ ppe _Steel sabre eiMace M. _ -T 4 °Aye .i •-• 1 I r ,i1 D -i i- E � 4 SECTION X-X END VIEW SECTION X-X ENO VIEW END -SECTION DIAENS014S LRAM A B C D1 E le 4" 2-o" 2'-Cr 4'-Cr 7-e 16` t8 6" 9t 2'-3" Ii d-0" 2' 6" 7-3 5--r r-9" z-6" ( d I I ,; 3-0" 4 0 ._ �„ 1„ 3d' 1'- Cr 4' 6" 17 " 6 I„ _ 5 0" _ 0" 36 1'- 3" 6 3" 2' 10 " 42" 48'� _ 60V 1-Sr 2'•0" 5-3" 8'-0" 2'-R" d-2" V-6 2.2" B'-2" 7-0" ' 7' a ' t Sw 5_0 29 ' � 33� IFICATION rERENCE 302 ENO �TIQN_ 4d�._ -10 6-1 I4, t0 log - - 7 47 I'/� Ji 4. T-le✓, I - -3' 2'-t0 i -I 6 - 0 4 _ _5 5i2 - b 48 6 i_-` Sgpaitst� C -- NOTE ►We Lengths shown on awns am lased an Enasecty" design shown � , -�.` un the 'ef 1 II Iha cu"•.octrn elecin to uu the oil&"is desgn xhorn on --i the ,pht, Mngtns wr, be WC" by tM &rvoncrar "D". SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS V'RGINIA DEPARTMENT Of TRANSPORTATION 3+00 M 0 I- z LJ a C, CV L� � Z W < O Z W o o z T W <, C--) W W (/ Z Z O L.j Z .cZ� c/ ) > W W W C11- W CifW L j W W W W o- W o- r--) r__` r-11 r I r-,) L.J W L" W W ��L2 Cn >- W W W L'i W �Uf ��cr_ F F rn��cri rn 0-) 0-)� I I I I c� Qr- � •�- co r- Q I I I 1 Lr-, 00 00 0 o O 6 ^o v 9N FI Nw0 Pol00 6 l � qD y��� � .. >LL� g> CIO 3: tL dD 00 ts� C 0- 06 .� J O • 00 Q W �t morel � L1D It It tit \GIN Iq U ZO W� Wto ZWdGIZ CCa�ll Z E METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Diu. Non -Traffic M32C-PW Traffic A32HH - T 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Note: 1/2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4' with op pointe bus meter cover set 2" above fin. grade prior t8. varies as required to sodding corporation stop 3" stone bedding 18" 21 meter ` b F.C.S.A y surrounding box 1 meter box 11 nl h kvly a9 ecec valve 36"min with drain valve 4 8"min. �ongle yak bolI valve U type K copper ' tubing, continuous without 1'oinIs from water 2 ft. main to meter main 6" stone bedding METER SETTING PARTS line S¢e meter size yoke angle yoke v ball vale angle check valve expansion wheel 3/4 5/8"x3/4 Y502 BA94-223W HHCA94-3'23TD-G EC-23 I- 3/4" Y504 BA94-344W HHCA94-323TD-G EC-23 I" 1' Y504 BA94-444W HHCA94-444TD-C EC-4 �'-'transition to meter setting s required ired u curbq& gutter Street 3' h m � N N a M to back of INSTALLATION NOTES: sidrwolk. 1. Exact location of meter box assembly r' to be approved prior to installation. pp ed n. p a o 2 Water service crossing street shall be encased in 2' dic. SCH40 PVC or M SOR21 piping. The piping shall run from 3/4" type K o . 2 ; .72 V one foot beyond sidewalk, across the copper for h street, to one foot beyond sidewalk, single meter "x3/4" �1 installation 1 wye DUAL METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 q q � O � O v O � 0 V rUr', W v� LZ SCALE: N A DRAWN BY - PROJECT NO. DATE: 2-.3-.99 SHEET 4 of 4