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Home My WebLink About026-97 Rt. 50 W. Convenience Ctr. Mobil-Wendy's - Back Creek - Backfile (2)r CONSTRUCTION NOTES The _ontroctor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvernents shown or implied as necessary for the c:',Jrnpleted facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Depiartmr�nt of Health, Frederick County Sanitation Authority and the contract documents. :'. The engineer has attempted to locate existirg subsurface utilities; however, such may ex st 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 ::.n tractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utilrsty" 1-800--257-7777. 3. The contractor shall be responsible fcr all construction stakeout: All dimensions, elevations and locations sholl be verified :ri the field by each 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 ;I attention of the Engineer and/or the Owner. 5 Contractor to obtain, at his expense, all permits required of this work and sholl faithfully adhere to the permit i::or,di!ions imposed. 6. All eroding for improvements to be confined to the project area. Any work performed offsite is the Contractor's res;»onsibilit,y. 7. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show exis":ing ground elevations at centerline of utility, structure or rood, and offset hub elevation. ERg-j� J CONTROL I. A n P r Land Disturbance Permit will required prior h t be equr ed p ro to initiating any site work. This permit con be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the `Irginia E os:on 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 :I-Ioughout the period in which areas are denuded Areas shown to be surfaced are to hove 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 and restore disturbed areas immediately upon completion cf pipe--loying in the effected areill. 5. All unpaved areas of the site which are disturbed by this construction short be provided with 4" topsoil, `ertilti:_ed. seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a goons lawn quality gross cover. >,reas not. graded shall be disced, leveled and seeded to achieve lawn conditions. i [Burning of land clecring debris requires a permit from the Fire Marshal. Burning of construction debris on site iz r rrohibited. 2. Access to ernergency vehicles must bS maintained at all times during construction. Temporary street signs rnusit be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hyd•lants F re Hydrants are not to he obstructed at any time. `-t:E:;EF.Ir►�' d&.�JN rYSANITAIat1 AU THQR D 1 Water ones sewer lines are to be constructed in accordance with theses plans and specifications and sholl ra addi#ioncli meet all requirements of the Frederick Count Sanitation Authority. The contractor shall coordinate Y Y Y Wit!" this cgency and arrange 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 of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be n,arb ed w0i 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 `.wifdings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Eefo,e a permanent meter is set they will require: 1) the f-ame and cover be properly aligned with its meter box and yoke bar, 2) the frome and cover be set to final :made o the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) ;ill c-orn1: onents of the meter box. assembly to be in proper working order. It is the contractor's responsibility to have the rreter bcx installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services tnat connect to existing lines. the locction of the top and the termination point of the lateral ore to be coordinated with the Authority's assistant engineer, r,. The Frederick County Sanitation Authority sholl top all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of this work. Frederick County Sanitation Authority approval of this site plan expires two (2) years from dote of approval. lid(+f�lA :1 ART IO''�JALT 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Fc:(;dl and Bridge `specifications, and Standards, The Virginia Erosion and Sed,rnent Control Regulations and any other states, fe derol or local regulations opplicable. In the event of conflict between any of these standards, specifications cr pllons the most stringent shall govern 2. Akll construction shall comply with th latest U.S. Department of Labor Occupational Safety & Health Administration and NOSH Rules & Regulations. 3 When working on VDOT right—of—way, all traffic control, whether permanent- or temporary, shall be in accordance with 'he current editior of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be cer:if5ed in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 1.34.0)4—C. 4. D)esiyn features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Friar to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right—of—way. 6 Iff required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the enginreer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prier to initiation of work. _r C,:c.ntroctor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined ler.gttn of time. VDOT will also require 48 hours notice for any inspection. & Tt'he Contractor will be responsible for maintaining adequate access to the project from the adjacent public road— way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion &. a imlerLt („onntrol Handbook, Sec 3.02 Furthermore, access to other properties affected by this project she l be maintained through construction. 9. C(oritroctor shall ensure adequate drainage is achieved and maintained on the s,te during and at the end of constrruction. 10 Aill 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 roadway drainage facilities. 11. Amy un,,sual subsurface conditions encountered during the course of construction sholl be immediately brought to the atttent on of the engineer and VDOT. Work shall cease in that vicinity until adequate design can be determined 12 AH undercut areas and borrow material shall be inspected and approved by VDOT, Inspector prior to placement. and frill. 13. AIII r:,adway fill, base, subsurface material and backfill of utility/storm sewer trenches sholl be compacted in 6" lifts too 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or rninus 2% of opt,rnwirn moisture for the full width of any dedicated street right—of—woy. At the direction of VDOT Inspector Jensif v tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Spec ifi�:otio is. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14 V-OT `standard CD and iJD underdrains shall be instolled where indicated on these plans and further where deterrrrrinec necessary by 1v•D0T Inspector. ` 15. Thre installation of any entrances and mailboxes within any dedicated street right —of —'way sholl meet VDOT minimwrr design standards and is the developer's responsibility. I 16 If re auired by the local VDCT Residency Office• copies of all invoices for materials within any dedicated street right— of --way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be { obscured i 17 Pr„or to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be instal eyed by the developer or. at VDOT's discretion, by VDOT on an account receivable basis. i r 7 � I � -1 'rb') E R I C" Vicinity Map SCALE 1" = 2000' JtlN1_.I 69 199r� r Gilbert W. Cliffor� '��c f�ssoe;10ts, Inc. Engineers -- Land Planners — Surveyors 150—C 01de Greenwich Dr. 200 North Cameron St Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-2115 (703) 667-2139 f T - V N' - � C" 1_ ---- _----SHEET INDEX -------------- '--I 1 COVER SHEET 2. SITS; GEOMETRIC PLAN- 3 SITE GRADING PLAN 4 OFF —SITE SEWER PLAN & PROFILE 5 OFF -SITE SEWER PLAN & PROFILE 6 PUMP STATION PLAN EROSION CONTROL & LANDSCAPE PLAN g DRAINAGE PLAN 9 ----------------�---_—._._ :STANDARD DETAILS 10 STANDARD DETAILS STANDARD DETAILS 11 AL STANDARD DETAILS ,/ FLOOR PLAN LEGEND EXISTING GRADE PROPOSED GRADE PROPOSED PROPERTY LINES PROPOSED EASEMENT AREA PROPOSED SAN. SEWER & MANHOLE PROPOSED FORCE MAIN PROPOSED CURB & GUTTER PROPOSED ASPHALT AREA PROPOSED CONC. SIDE -WALK APPROVED BY ZONING ADNAINISTRATOR OWNER FARMERS LIVESTOCK EXCHANGE P.O. BOX 2696 WINCHESTER, VIRGINIA 22604 (540) 667- 1023 H of C.E. MADDOX, JR, o CERTIFICATE NO. - �- 76191 A REGISTERED PROFESSIONAL{ ENGiNEFR _rf DEVELOPER BAUSERMAN OIL COMPANi' 2609 PAPERMILL ROAD WINCHESTER, VIRGINIA 22601 (540) 662-4944 Job Number:--- -- 150-01--- Sheet, Number.--_\ -- of - 1 1-- "5004--COV. dwg rtQA'ed 1w NEW PAVEMENT PER SECTION "A —A" SHEET 2 OF 11 1 1/2" OVEWtXr-0F E PAVEMENT RN LANE N0F? -rH WtS TE.Jf'?N PIKF 404 UNZ-BY VD.O.T. V.D.O.7. CULVERT "A" TAPER C_ L J.:-T "w Tim LAW 801 0 J0 4 799 4. 30 STR ("je' 1/7't M RE END STR #4 GRADING AS NECES AR*( 170�t INFLUENT DRAI AGE _�Rr 16, A REPLACE CUB., AS SHOWN r R REQUIR �ED. IR/R SWE INN PO%WR #N.39047 E_EV.-809.7 AWHAij (to K elo 8100 790 A C-4 120.00' 30" RCP 0 1.257. 00 to CO 11 Z 14 1K 0+00 1+00 REVISIONS no. date description 1 61/181/96 REVISED PER AGENCY COMMENT", - 2 L1 Z 15/9 REVISED _PEU) V. D. 0. 7 . -.C).M M EN TS 3 _15/06/97 REVISED PER OWNER'S COMMENTS 510 71 goo ?90 7 _4 STR rV.D.O.T. Z44 7 '7 197.8 709 �4 U rZ, 7' am'd ULTRAS.)NIC F:.ow MFjjR �"�TR #2 SUPPORT REWIRE[) FOR POLE Ij w-k t Is ZZ Ei_J5.; IV OPE14 CIJT C S;NG 2C' SEWER DRAINAGE EASEMENT C:3 X, 2 + C" 0 14/F PAVEMENT REPLACEMENT OPEN CUT CROSSING;S. 9, MANHCIIJ� 02 �ARMEP`S UVI:STOCK EXCHANGE ATE. 3 )N-RAMP 6ANH(Ul 1-At RE,,EASE VALVE --/50'x7C' ACCESS EUIT. f 047 6 + "J �ow ;> S P" TA MAIN iAND�:RSN 40 FORCE -7- 7 RT 11 F9 90.1,7 J. JACK 6. &ORED ROAD CROSSING SCALE G RAP HIC" w 0 20 4C so lee _j IN FEET) I inch 40 ft. JOB NO.,/DWG, NAME: "5004 --PR3. dwg" by ekd. — d-,:, f CEM_ DATE' JUNE 6, 1997 dsf CEM dsf CEM DESIGNED BY: C.E.M. DRAWN BY: D.S.F APPROVED BY: C.E.M. 810 ppa EXISTING GRADE BACKFIL,_ WTH 21-A PAVEMENT REPLA(*WENI OPEN CUT CROSSING BA.CK a)TH W21-A -10- FAVEMENT RE :ACEWENT ------- " 8PVC RAY SEWER OPEN CUT SS4NG r 1 4" FORCE MAIN (SOR-21', 30' STRAIGHT akLEM 551f 10*SWC, ;5* R JACK & BORED ROAD CROSSING BY VEDT — ME7HODS. CONTFACT MUTT OBTAIN VC-OT APPROVAI 34Y 8" PVC 0 0.515X � Mjj 0) 27.5�' — 8" :'VC 0 0 0.544% 0 > Cn co 2 C4 ai ono 0+00 1+00 41 H C.E, MADDOX, _'R, Z CERTFICATE NO, 7091 FES13:01NIAL 11ilt'-EGISTERED ppROENGINFER _j;�' 2*00 .3+00 Gilbert IV. Clifford and Engineers - Land Planners 150-C IRJE' Greenvvich Dr, Fredericksburg, Virginia �224C,1 (54 0) 8 99 - 2115 5+00 Associates, Inc. — Surveyors ,'CIO North Cameron St. Winchester, Virginia 22601 (540) 667--21'39 6+00 1C N BOO 79C CLASS I CLASS CLASS Ill EX. PAVEMENT OVERLAY ;r) WENM S.; r-,j MOBIL 011, RTE. 50 WEST CONVENIENCE CENTER OFFSITF S-FORM DRAINAGE 13-1\H FREDEPICK '-.0UNTY '/1R(11N1,\ scale 1" - 40 SHEET 4 0 11 W z / z / US RTE. 50 ti NORTHWESTERN PIKE Q - 86l!�/' 8+001 -mod - "-- 9+00 -( ikjJtt Fbfe yc _ -- me.0 - 10400 / }j I ----__.-- � ..... 4.- oR FC � h{ n atav art.a arzo Skin �...--•ram„— x �- IN _c••+�-..----• ...........__.--_- isiYBO.._.... _..__._..R.—_—._.— --^-+-----------•-- 6120 dt10 Qfi.l 11.12 IA 1-A1 RELEASE VAL .d ,, "`--�--- - -- _ e�'e � " �eor.w .. _ 12+a0 JAC BORED ✓..; r`_ *_ f�" -. _ ___. _ _ __, _. _.__ _ _ _ ., __ od I / n1,�F ecv ae _ ROA CROSSINU� tts _ - _ Pod eus0 m a� 7+0l, .. .....- ._ .... Y _ .{w � p VV cantrc4 Par4 ` ^---.-+.,+r�._.�4 � ' r,�% _ ._.-- •------.._ — _.. _. gto'- - - � is p �A .JACK & BOREBF EEI� ROAD CROSSPNG.ser, Q __7�_.. Sam"" __,._ ..__._ _ PEN -AIR RELEASE VALVE _orate S""� - - - - yik /1 f O� atrr• � �a cv. caaa' H. L. R,,,, N /F I eroa McDONALD'S CORP. FUTURE 9' / MIN. 10' OFFSET LANE WIDENING FROM END OF CULVERT I--- W LLJ z to Ld W co Lil ?- J _ 110 I;DO - -- 551f - 14" SWCC .25'Thk JACK & BORED ROAD CROSSING BY VDOT METHODS CONTRACTOR MUST OBTAIN VDOT APPROVAL 0 �>/ W J j N) V I 7+00 no. date _ 1 _ 12 '18 95 REVI! Z 6 18 96 REVI`. —_ 3 — 11 1 15 96 REVIf 4 51Q6 97 REVI; - GRAPHIC SCALE 4) 0 20 40 eQ .�J r F.C.S.A. C01 ATCH NEW r 8+ 00 REVISIONS description ( IN FEET ) 1 inch = 40 ft. r 160 EXISTING SRADE a��f''1r• r MIN. 36" COVER r OP\ FORCE MAIN _ r i r -- ' --- -fl SOIf - 10* SWCC .25'Thk - ---- JACK & BORED RCAD CROSSING By VDOT METHODS CONTRACTOR MUST OBTAIN VOOT APPROVAL r F.0 S.A. STD. SEWER STREAM CROSSING w d l U Q W_ CD O m Q 0 0 ` 0 a 03 pO m ao 00 m 00 Op 00 ao 00 9+00 —!`--- 10+00 11+00 12+00 13+00 14+00 JOB NO./DWG. NAME: J 5004 -PR2, d wg' _ by ckd. — — DATE: JUNE 6, 1997 dsf CEM dsf CEM — DESIGNED DESIGNED BY: C.E.M. _ — dsf CEM dsf CEM -- — BY: D.S.F. APPROVED BY: C.E. M -- --- O c zC,E, MADDOX, JR,. z TIFICATE NO,7091 REGISTEREDROFESSIONAL ENGINEER _ Gilbert W. Clifford r arz.s aa� UD,04JAW-fire H,idrarttjX `?40 6dt on larmp aer.=$t.zss r 1lQI IP ACE. w.v. q,0/ J C O SIN BACKFILL - MATH 21-A PAVEMENT REPLAC OPEN CUT CROS. FM INV=804.25 OR m 1 CORE DRILL NEW IN VER USE KOR-N-SEAL ADA 15+00 820 i Z a av z X-% W Q: I 810 800 and Associates, Inc. Engineers Land Planners 150-C 0(de Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 WENDY'S ra MOBIL OIL RITE. 50 WEST CONV7ENIENCE CENTER OFF -SITE S' WER PLAN — Surveyors 200 North Cameron St. Winchester, Virginia 22601 (540) 667-2139 FREDERICK CCUNTY' VIRGINI.A scale 1" = 40' SHEET OF 11 r 19 ce iuit creolke- 6' 0" load side of—. 2 Peter 5"000 PSI 6" REINFORCED protcctioi, CONCRETE per N.E.C. L L'(le L - E JRFA PANEL ENCLURE -m wrig J olot I (;n SeDucte, Olduit) tc 9(,riprutor 8 D i a m BLOCKOUT /hilg [to. and corn h we ter -'yp. of two ed reqil- 'All CD (D -on to f: ts r, (with moml onkU switch, Wi 'STAU OVERALL VIRiNG GN 7- ,7— 0 hirt,, vat=r (we! well) wrip #1 ailure ADAS THI WETNI— C14 T_ pump 12 fagv( _t_ A 3 (,hose xwer mrntot NO av PLAN V I E VV d.rColstxs &�__*N "'f,r wet weV) 120v f%jt i,pqeXsor� `wet honc lot and horn TELEMETERIN6 ALARM 1. NEMA 3F DUPLEX CONTROL. PANEL SUPPLIED FOR ON -SITE SEWER PlIf UAT'10N INS7ALLATION AND ELECTRICAL HOOK UP BY THE CONTRACTOR. TYPICN. VIRIK DIACRANS NEMA 4 X JUNCTION BOX REQUIRED. Figure ill 2. ALL CONTROLS TO BE INSTALLED IN NEMA 3R CONTROL ENCLOSURE. 3. WET WELL SHIPPED IN SECTIONS, HEAVIEST LIFT WEIGHING APPROXIMATELY 118,000 tbs. VALVE VAUL-, SHIPPED IN ONE PIECE WEIGHIN3 APPROXIMATELY 14,000 LES. 0 4. 4" DUCTILE IRON PIPING AND CAST IRON FITTINGS REQUIRED IN THE WET WELL WITH PLAIN END STUE OUTS 1 FT. OUTSIDE THE STRUCTURE. 5. EACH PUMP SHALL BE FURNISHED WITH. A PUNNING TIME METER. MEASUREMENT TO BE IN HOURS. 6. 1HERE SHALL BE NO ELIEC7RIC BOXES OR SPLICES INSIDE THE "A'ETWELL. 7. PUMP CONTROLS SHALL PROVIDE FOR ALTERNATE PUMP OPERATION. 8. PUMP LWT HOIST TO BE HALLIDAY PRODUCTS YODEL # DIA249 WITH FLOOR MOUNTED S.S. SOCKET. PORTABLE. ,,\9. TWO PUMPS AS SPEClFIED TO 9E MOUNTED IN THE WET WELL. A THIRD PUMP SHALL BE PROVIDED TO THE ITS OWNER IN HIPPING CONTAINEP. HOIST 14A- C-3127 supt AS4,01fis ISSUEQ ,/ 4/86 FAMILY OF PERFORMANCE CURVES .4" GALV. VENT- ZSCREENED MUSHROOM (.AP in HALLIDAY SlR-3030 ACCESS HATCH—, 4" GAL.V. VENT w/SCIREENED MUSHROCIM CAP .—LIZ W 0 ALUMINUM ACCESS LADDEF 0 • OL&W CHECK C11 J VALVE 12" 1 2S.,' 0 GATE VALVE FTING CHAIN STEEL PIPE - 0 NOT SHOWN 0 SUPIPORTS 2" PVC VAULT DRAIN LIINE WITH BACKWATER STOP PROVIDEO FOR INSTALLATON BY CONTRACTOR Toof' stotion 8 0 1, 11 i Am t Se tins [xi, ting grade 1901-00 til pumps, off 792,75 L Dis_-hargc- invert- 79-"" 00 First pUrp on 79 5 i , 425 Lowest invert 79500 Second pulp on 794,50 '� et wp�[ invert 7 q/ 0,67 Hign water alarm 794,75 6" GRAVEL BASE SLC-JION \/1EW PURP C917Y E, Model Rpr, Mo-'.or, BHF V6.taqe/phasp roquired fripelier Code [-Jprl actual TDH actual (ft) Pump height (iri) FLYY (submersbt?.) CF-.31P7 I 15C 208v/10 l 4 P � 1-1. ,j 9, 2 4 x �:.,E. MADDLIX, JR, M CER71FICATE NJ. 7091 4b, RE151STEPE r) 110FESSIONAL E.-N15114IFTIR _,$/ I low --.Mom A 20 100 200 300 400 FLOW GPM L NOTE FAMILY PERFORMANCE CURVES - FOR PRESELECTION ONLY SEE INDIVIDUAL CURVES IN THIS SECTION FOR FINAL SELECTION CURVE ifoF.LLER PHASF I CODE Nirl k f 1:11 Lre 100 wo t r hp-:; moul. t: ed on ,,x cntiofl arric" oVve ono 1'�Orcmi A evlosur,. veliff, rpro,)f l# t le:t'NTI,roc f an I,OJ Erl,,:Iosure -ons-�ructio,: a) to t '%MA 3R' ston,Jqroic. 0) 41- Or",%) x 4'--0' K x I'-(i' c1QP "Civeni"'d stfel J) ld:ik bie doors wi-.h: a to�Ioclkr:p 3, - i;rJerc,)Uljlj power , to pump (-ooc re tE.- A stc tion 6'x 'i:r(ssure T_ .r, 1:td o!)StS SEWER R)HP STATION CONTROL MOSLIRE ig it 19 upp "QtiorJec Gilbert W. Clifford and Associates, Inc. Engineers Ladd Hanjiers Stirve,),ors 15C--C Jlcle l3rEcriwic-h Dr-, 20( North C.cimecm S-t, Fre(Jeri(:ksk)u,^q Virginic. 22401 Vlt,ginic, 2?_501 (703) 8P96-2115 (7013') 6E,7-239 1) -eavo duty hinges 'rl heovy duty poir.t latuvrict mcitnisr, heavy duty hasp )tor p.-1,Rock: 0 orp shield f) xick panel (of 12 kqstee(: to P-ovia, a -IRm In of 79, Jearefice Tilt' fo;lllvflQ urns are to be nafltM *11n ( rv: losur f a ) d throw TuY(- swit-h b) Cr-.uit bre0l<eC panel C) I'!) V outlet d) �[AS Diol.o 9 ( i todiG e) :0-one pack 3. (ontrd:. to lo� in thr ov, oncto-i-reis and nainted 41sije p4n,14 enclosure, 4. incick, M v olillei 0 be('9 sepor:,tE r .11 1Iv,,,yhe(x lkfiI to bl., on separate clrcOt art! 011W ofif(ff -,witch ns!dE txto,,ure. Alarm li4i-t on,;I horn to %,e normal wo(f ;vItch nsde rortrJ endo�ure. Ilenero-.or hookup shod be Fisiel. toJ cotal)q no 7,34-72 Norm (i) f t oNJ horn ha,1 -)e Fe&i-ol Eter-Vii: rode! 350w :vE,atrPrV,(,,4 ,ibra:cie horn wit, Flit in weatherprxf onc(o,,ve), Fii5, ' �ood P-s tour in, No if Sea' , - 50 Flow per c:i, per meot 8C Cal Ros.oxiin- -'low wr dol, - �01[11) Cal SPA p:e St -.iof: Vehi:es s--rvel jr k, - Off per ;ehick serves 10 cc[ vr.*:e st :;or f!Cq per 101 iliON) cc[ Gr,a,ji-.y Se ,a i4to AiiVi:mol area droning tt: pump stot,','i - 50 oc Flow per m, per 1:cre -,trved 1750 cal. Resikntal flow p,r coy 3 ?5(11) CO Sewerage Jc,v pe- do), -.,: prp stcthm - "'.65K CGI Avero-)e Fl,,�* to ;ximp s-,,)tion 7196 clor P6 FICW -.(! P(p.) sictioll 85 f IC-1:0, �5 At IA Ilia (q) :: F.N. 'v-,kcry (fps'• = 4.72 Wet 41 Vc-ure �:vrtJ for! pinu-,,( 4f (fr.le 2'_ Vet M L;ometel St: . 6 1 de�pth vc :&2t, (c if Rpqgred 'lio-king. Di,p-,h ;-D gff`ig� Cil.i 44U; Low *�ter is,viel Forte main discho"'le leli,vlton )09,00 Stoat Head (ft) 1 \1 Foff.E main (1aretpr (.0 4 Desi-_ �p pjm,, rate ((.)pn) LprOh o; force ma (f t) Fittnq ord other losse! 40 F(yl:e rain qu voie)t lei!qth 0 t 1321) Head Lo:;s (I't/ 101f D 3.140 Toad f r ic-. on losses (f 37.21 Toti.1 Dyrio*he(ti (ft) c3.46 At ini-tia I:cclinq, t he r )m pip a of. to pin) on (min) = 24 Tolf)� Dpim,c He-od Detvrmfiatc,) cis -hilry 1. 4 ow vk;er (cvA 'L-f,J atc Y* ac "rict o - loss Fittingloss vel. head 1111 velo -itv of - 10 (ft. (ft) a L) qj '. :ft,) (fps) 0 1625 0.90 171, 0.6001 1625 04, 10 1625 0.1678 170 0,0001 lik. 0. ?(. 1625 0,6051, 1711 O'Colt, 16.86 OJI 11 US 1.2808 17fi UU_� 1;.53 0 I'll 41 1625 ?11311`1 17ti 0.006s 18,44 1. 1j. 16,15 3295 i 1711 0k0%: Vi.56 1.18 60 16,35 4,6171 171, UIV 70 1625 6.141 IT, 0.09i )().4[ IJ, 1625 7,6621 171, 0.025., ')4 . 14 204 9(1 1625 9.776,' 1711 0,0111", ;1b.06 231. IIX 1625 '18301 171j ff'191 :18.17 255 flo 1625 4.170I 17,j 0.0 4 7 111.47 '32,95 2111, 120 1625 &(458 171,j Hk 3Ni 1* 164 )5 K(126 171, &666.; 35.62 3 3e 1411 1625 12.134 17!, 0.077? 38,47 35 1511 1625 '".5.1530 11n Hff 41.49 3 K3 t60 1625 171, 0.1901: 44.63 4 Ir,* :'834("8 14 1625 1](67 171, 011 3f) 48.07 434 1% 1625 35241 171 012711"., 5)&' 4 V 1K t64- 5 37.11756 171, 0.134'. :13.46 4 I R1 16,25 49506 170 0,142, 55.34 4 K t625 !2*'8 171, 0.157, 924 51: 211, 1625 '6.8*7,`4 171, 0,173!' 53.3) 531.1 7,21 1625 1:11.0W IT, 0.190E `.) 1. 5 3 5 t)" )31 1625 '.,5.46,17 17(l U10811 71.9P. 5 R -ittirg Juanlity [.:I urit t;nJt,fq, le-, (ft) 90' 11 3 1 ql 112' el 6 54 24 - 11,ci: � 3 1 ve 1 26 26 valve ? 2 .1 Fc(iv lenl-th of t'itlincll -164 use - V0 F.C.S.A. COMMENTS. d9f CEI REVISED PER OWNER'S COMMENTS. dsfCEF ;,d no Jol de scrip! ion bv R"'ASiONS j?'UMT, :=A'77, I T Freder`,C-�k` Ccomity 51 p6badnl DRANIN(' NO, "5C04-PM-"1.dw4 4.iNE 6, .,:Jg 7 SHEE I' 6 ' "� \, .Yuri- ---- --�-- - -.__ ._---• -- -- --- •--- - _SILT I IF' Jail F _l 1 � A � _, C ' (WITHOUT WIRE �- • a` CJ 1. SET THE STAKES. 2. EXCAVATE A 4"X '4" `TRENCH ✓� - \\\� iX =ac�8 UPSLOVE ALONG THE LINE OF i • 845 70 f . QP CH A R Q__.-_ J I ; , C`�� 1 ,h C� > y� _ / 2 I i, 137 � r -- - D >, D 2 6 C' - f _ C -_. -�_ -�-x 11 ', A A x Culve 11 Ir ulvert "Air / r� -- _i j' �/ 1 � ::_ _, TTrr 386 �ti. _ - _ � 4H _ 24" RCP �� f p _- 2 RCP ' � 1 x FLOW I �- b VDOT by VDOT ! i All 41 X7. C- x 604 800 y _. _ ' �� __ x x z --' __ � 3 ,E F'It,,R !\ 'P:RIAL 4. F3E1�K�'ILL A�1D C-OME'AC1' _ ass sera a3 386 x 9U5 2 __-- - STAKES 'AAD 1� (TEND TUfE EXCA�/ATEU SOIL. i 50 , � . - t Ex. ro TO ( xB73 n et ,�--8 4x lr Ik TRENCH. x � Iu'I'0 lr kI G C-4 l� "A"y 24 Ac. 0� x +� �J -3 r _�--- -_•_ - (� �`� - III Y ,928 S \, �` \, i % ) \ ! \.. xxr M►11kk 3 r # J IN ` r Parking Area /e `- ✓,�"/ _ _ A ' '\ A !! 16 A, 5, q 'r DA "Ell_ 5.2 Acres / y / �1 FLOW crow�. SHEET FLOW INSTALLATION -„-. ,--. 803 +!! n _ (PERSPECTIVE VIEW) / �j U !i/ !/A2.�BAD. �' :-� --....._� " r � D I - __ _......- --- . �C x 8233 „� \, 7`''� ` I r. _ -�f,; % - I xt C �� rR rf ,. 4 ` J is - / -\ /�i4 f r� I T Xtx_ {{ � I : I ' �` THAN POINT B. - 'E;F� ,� -•-�., •r x PEJI.N15 -A ....[ �i1lrLl ��. I t,.H 1.)!�. ) VAC �lY IN IAA --- � - N � ION K � ( I' I'rtr O N) 10 l x L 1 \I --- 4. • B26 66�•�x % / f r GRAPHIC SC ALE 200 o too zoo goo X_ - ao�_ PLAN VIEW N SCALE t" = 200' -_ - 11m REMENnAL ENTRANCES ( IN FEET ) 1 inch s 200 ft- me.µ DA " 9' = 24 AC. DA "Al" = 16 AC. DA " A2" = 8 AC. DA "E" = 5.2 Acres EH = 840 - 12" Max 4 I or flatter tc - 10 min. tc 10 min. ti = .10 min. I__ Approximately Nbit9 EL =803 = _ 6' Max steeper than 4:1redp200 staples required per 4'x 225' roll. Anchor Slots, Junction Slots 9 i10 5.5 in/hr i10 - 5.5 in/hr i10 = 5.5 inlhr Check Slots to be buried s° to 12° � E =37' Ceff = 0.35 Ceff = 0.35 Ceff = .9 L =1400 010 = 0.35 x 5.5 x 16 Q10 = 0.35 x 5.5 x 8 Center raw may be eliminated tic � 1 - , 1 1 1 when slope is Ieaa than 4 1 d variable Ancnur Slot 10 = (.9) (5.5) (5.2) = 25.7 cfs 0 min. - 30.80 = 15.40 Q rflatter� -� l S 1 1 i10 5.5 in hr Use 30" or 38"x24" RCPA Use 24" or equivalent 5' Max 4I o Anchor Slot Ceff = 0.35 3' Max grasper than 4 1 , -I- Junction slot 010=0.35x5.5x 24 = 46.20 Use 36" ® 0.97 or 42"x27" RCPA ' _ --� Edge and end joints to be Check Slot 1 1 overlapped 2"minimum. � (Tamp soil firmly 1 /Terminal Fold \ r DA"B" 0.9 AC. DA " C" 1.0 AC. DA " D" 2.6 AC. I 1 Lop Joint 2° Min Junction Slot / to s 10 min. - 1 1 1 I 1 1 1 each strip in lap with altemote �- 9" Max f tc - 5 min. tc = 10 min. 1 1 Combine thud row of staples from i10 = 5.5 in/hr i10 - 6.7 in/hr 00 _5.5 in/hr �.-�ar -•.�, .! spacing------------ 1 Ceff = 0.35 ,2 a,z Check Slot Ceff = 0.75 Ceff - 0.5 ` � 6` Q10=0.35x5.5x 0.9 Q10= 0.75x6.7x1.0 Q10=0.5x5.5x2.61.7 t 5.0 = 7.15 Use 15" or equivalenJunction Slot Discharge at 2 points 1 s /•.n equal plan, or 2.5 cfs 3 oa 4'-0° Max , ( 1 11, 6 Tamp Soil Firmly 1 -- 1- ', s Tamp Soil Firmly -I"to2.. Terminal Fold Tamp Soil Firmly i 6„ Mtn Max Spacing - c-c Check Skits t 1 �- Cto2" r 100' slope 4% or leas 50' slope steeper k than 4 % INLET COMPS No II Min.6'�ta9°Min' � CULVERT DESIGN gage wore 1 Tomp Sod Firmly - �__ var var --ry Staples formed PLAN VIEW from nlo.l3 steel wire Type Q10 Slot/Size/Type Culvert From To 3' staple minimum length for sandy sod Str:. 1 DI-3B 2.5 cfs 4' Slot Design Size Type Str # Str # Q10 Slope (%) Q-full SOIL RETENTION MAT STAPLING DIAGRAM JUTE MESH ofAera sloilm inimum length for Str:. 2 DI-7 2.5 cfs Grate C-1 15" RCP 1 2 1.0 1.06 5.7 GENERAL NOTES t Str.. 3 DI-7 2.5 cfs Grate - Type "B" C-2 3611 RCP 2 3 52.9 0.88 54.2 Rasls of payment to be Sq Yds of protective covering complete in place Protective covering is Jute Mesn or Soil Retention Mat in accordance with the Specifications may be to be iocoted as indicated on the plans in accordance with the dimensions specified on typical used at the option of the contractor. Str.. 4 DI-7 15.4 cfs Grate - Type III C-3 36" RCP 3 4 46.2 0.71 48.7 section Width of material may vary from min dimension by increments of 4 or 5 }set Str.. 5 Mitre End 30.8 cfs C-4 30" RCP 4 " T-Top staples or other manufacturers design approved by the Engineer may be substituted - 5 30.8 1.25 42.0 for the staples shown _ Str.. 6 DI-3B 0.9 cfs 4' Slot C-5 15" RCP 3 6 1.7 0.92 5.4 PROTECTIVE COVERING INSTAL' ATION CRITERIA SREFERENCEN DEPARTMENT 244 tr.- 7 Mitre End 0.9 cfs - C-6 1511 RCP 6 7 1.7 1.91 7.5 VIRGINIA Dof C-7 23" X 14" CMPA EW-11 EW-11 7.15 0.73 11.0 11402 TRANSPORTATION RE ')IONS t_ . e NO./DWG. NAME: "5004-SP1. d wg" t nla, d:to dsecription by ckd.----------- "o.- bf' 9Z ", _-' WENDY'S f--j M' 04111, 101114,� �,, P 1 5/24/9b Revised en VDOT comments -- _ _. P _ dsf c-EM DATE. } j 2 11/18/96 Revised pea VDOT comments dsf CEM _ SEPT. 20, 1995 b 1, ! 1 Clifford C d Associates, , Inc . SHEET 3 i 214/97 Revised per Public Works Department dsf CEM DESIGNS 3Y: C.E. htADDC] �R. '� RTE. 5 J 'WEST CONVENIENCE ✓ 'ENTER 8 ca CERTIFICATE NCO, -. DRAWN BY: 7091 b ~`- DRAINAGE MAP raj ------- D.S.F.DSFEngineers -Land Planners -_.__-_.. 5ur�veytir� I --- _ _ REGISTERED 150-C Olde Greenwich Dr. 200 North Cameron St, Set Revised 2/4/97 11 PROFESSIONAL Freciericksbur lnia 22401 'v`inchester, V�r lnia 22601 APPROVED BY- -�;,M- ENGINEER g, Vir g 9 (540) 898-2115 (540) 667--2139 FREDERICK CC" VIRGINIA .... " �7._._general backtill O.D. 8" - ire- - g• 424" carefully compacted concrete tpplect backfil! 36' min, O.D� s- '.�� . 1/2 O.D. sand fill- 6" - �- Stone aggregate i -- CONCRETEARCH casingpipe or carver pipe spacers - 3 sets back°ens' tunnel Pner per pipe length, I up ends 8' ISeparation of carrier pipe from casing pipe shall be g„ by manufactured steel and/or plastic casing spacers 24'carefully compacted stone • •- mebackfill - •i;'• . .•I 6" aggregate SIZES REQUIRED 1no.0. CARRIER PIPE CASING PIPE WALL - 6" DIA. (') DIA, (') THICKNESS ((') •A• Watch4 14 '250 . ,.--•---..( j•- - concrete' � ttetdn■ra I I I � • 6 16 2SO CONCRETE CRADLE b 8 18 375 ,elm a.d,1 ., : , IV ':,, SECTION generaltsacktill O D. 8' HIGHWAY CROSSING -- Osr free a bnxas d � `' • OM• valve a box renal bottom ' tadiall■bed earth sure beetlirf9 Carefully compacted - 24' TEE_ WYE- OR PLUG TYPICAL SECTION Select backfill manhole frame & cover - - ( if for water - lid labeled water) feodmlegMeOnoma7be•■.pD.dU"l 'd•fiDbe In lwhard onavlomn 6" pdyetm*mo, and fM cwfcreea pmat" 0 cmitolo ly aurtdrtd O.D. eve rtOnp and sennfat trtfootJrbed w* The cominG ndnerrtbrw roe • I r min. for Ir are 20' M pqe aOairost undtsasrbed Sol stfst nrrfwrf n ohDan 'D' . t e' rrrn, for t r ecru 20• Mae eve atom baloW ktr A. R. C dimendats. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS - - 1 • 6" mnfnum-� concrete PIG. Plt,c" coy s a /1 114° 22 /rr ,s° and eo° CONCRETE ENCASEMENT Dla. Ton8erw ws Bands - A 8 I C A 8 C A B C I T 6- 1--o' a-9- 1'-3- 17-r 01-9' ! 0•-9' 1••3' o--9' 1•-9' i? • M. f> r 1'-3' 0' 9' 1'-9' 0-9' 0.9' 1'-6• 0'-9' z3• .,4 ' general backM �- j7 10" 1'-e• 0'-W z-3' 1' 0• 0-9' i t -3• 1 -9' 0-9' z 6• waater +il 12' 1'_9' ,'-o• z-6' 1'_r 1-0-11-e, z-cr r-O' Y-w -Fetal or bract { 14• z-o- 1'-0• X-0• 1•-r 1' o• ! 1'.6• za' 1'-0• 4' 0" er O D -' sewer 16' 7 3' 1 -o' 3' 8' 1'�' t'0 1 2'-0' z-9' 1' 0' 1 i valve ,e• zs 1' 3' 3 _q- ram• 1'-3' r-o' T-0• 1'•3• 4••9' i 24• carelulF 20- z-ir 1'•6' 4' 0' 1' g• t �• z 0' T-T 1'-W 5' 0' 1 ODrr"cted M manhole ball Wye s6elect b',*l , s `QA 11 tM• T}fRll 90° BENDS cone section - car P ) - (fip x Np O.D. -6• �addle with 16' -bras 6'P threads nipple ' w n mild, serernA9e and - bpdOWinore trtwt bodes 11 - stone aggregate its • " r 1 III SJ2E=J)ItI LiS gap SIZE t O- ROM FFuRFnFpE N: STANDARD .. - `d I r a LESS 6 2 30' repave to 1-1 /2 times ,1• - 20" e 2 3e original thickness saw cut to be made at s Cbe .. dr naer--time of replacement. 8'x 8'x 16` 4, solid block r A - VERTICAL BENDS 18•' 18• i - - I FITTING VOLUME OF THR ST BLOCK IN CU. YD. f ♦ " stortetseddip SI 1 •1/4° 1 ° 6 standard 6• 1.3 O.D. 9' 8" . stone bedding THRUST BLOCKS FOR VERTICAL 10' - - iz t.e 3.7 -entire trench to be UP BENDS SHALL BE THE SAME 12• 1.2 211 5.5 AS FOR HORIZONTAL BENDS 14" 0.5 1.7 3.9 7.6 - 6• Compacted 21-A 16' 0.9 2.3 5.1 1- Is* 1.4 3.2 6.3 20' 22 4.5 7.8 �- COMBINATIIDN AIR RELEASE V.D.O.T. PAVEMENT REPLACEMENT AND CONCRETE THRUST BLOCKING TRENCH & BEDDING AIR VACUUM VALVE Figure 2 Figure Figure 11 roam, cab rrprr down i --`----- to o or Uri pare of Pa Nna C"Ifta a full ralpr iG lt� e Manhole Frame &Cover M de 45 0 Cont Panel t$ _ PwMLICWWs W&O cow. apariDabrA h �� tot be f�lrnishetd - _ _ - _ - - - �, `� - camn.rflm JdN_�S _-flit' W� r Cacr•Oct: (labeled sewer deter) wi ea er an errlosta e, an noun ed in '� �Ir , T - * � Pa jA• cc w/deh ilae.afs fore°" } S. a weatherproof, lockable cabinet, It shall be «ar w� '- -' a S'8..ar so" mounted under the pump station control panel, srw a" m, ra.4WrL corOwcAldis A><a Pw UAe CC� Waterproof Penetration Manhole-,,, Cone Section co , 8 Block Solid Tar iUltrnsac Flo- to fnbr`�ntted Spool wu Piece •q low z 6r y4'�inForce Sewage Meter Pit ([lot to Scale) ]REVISIONS no. date description 1 12/18/95 1 REVISED PER F.C.S.A. COMMENTS fOR USE Ar APftXA&f S►REET 5 C J I !?Ct COAYECrIOMS AND CDefYERCIAL efFA• CwtawrlafMrance CO-7 RADIAL PLAN VA1ar■rera EMRAArES. d CGU'srtrfOlp'd l A -r tO.e �firrJsoge Jd _ _ sal J ' O Vol. - p,o -` iJ oo, • o o SIIr.OM m, . dp• 1 O 000 n0.'pOOpO \ Spoos � d? o• u o 0 !\j •o 0 O, �•e�•p Oo r' x b e o'�'o: - SAM t21 Yo.1a.rn in �etal�ic L�onduit -----, - to Control Unit, A TANGENT PLAN ' �fl ` ISOYf T RC Standard v't" D • rw/rre Sre.CG J CG-7 IS rrsea. NOrES r Stone Bedding 7' 4 Is rye rNrhin tWb rasp OW to b. lass A 3 C roe f is A 4 ensfl IIA slI fast fare fN a D I - 3A - 38 - 3C l r 4.8` Snoanoowv%eCf brw 12"CC to De ploced in au oleos adlecof Galvenroa plala lobe Donn L Iorlbutting concrete to prevent Nttlolnent. W W ONIo of 69'30 wild to Lttst}' be v hood ww J'.1' ahad stet % Gil"om t a a E.oanean .la"w eve,ecims rallied to brd pat4 E■e"nran jet" .-_--�`-aOCk ar srde•9fit--1-.------._-_` _ a'I Wt•MM Na1f..y Sheet 2 of 2 DI-3A-38-3C I�- FOrd"tdi.ofKralFrwieacaw ,' "> TABLE OF QUANTITIES rn eYi'" sae SI'0 IC-2 r _ rrrt 1- AREA 1 -' f• • ` CON- REINFORCING STEEL •� T rn A Tyt- • L OF T 1 r.r t ICI {., `-• i �'(•"• T}.4-S.. TYPE SLOT CRETE BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT I •�•-�•} {-}-•} y}y�y�-�.r�. "eve ti «w ..•, .. t'.-. L..L_�• e-� -- �"y-t "t-•tt ,yy� 'i"'t-7' �- *NOSE DETAILS Ft. Sq. Ft Cu. Yds. No. Lin. Ft." No, Lin. Ft." No. Lin. Ft." No. Lin. Ft." No. Lin. Ft.' No. Lin. Ft. to No. Lin. Ft.` Lbs. „ II tw r -i--� • 1-i�1 ��N�++•�T �,�,erf. DI - 3A 2'-6" 1.15 2.26 - - - 1 5'-7" 3 3'-2" - - 6 1'-0" 22 II N siarpd aetw cn" coy #tl Jubd ,I•F•• c°°"t''10' ....M„ A 4' l.83 2.59 5 !'-6" 2 -7?06' q 3 S'-7" _ 3 _ 3'-2_" _4_ _ 1'-6' _ 3 1'-6' 4 I'-0' 64 r eu c«r a ArM' 6' 2.75 3.02 5 3'-6` 6-71oK-10 3 S' 7' 3 3'-2" 4 3'-6" 3 1'- 6" 4 1'-Or I I I 1 J 11 sell h ewr.wl•/ I. W/•n °rA or erlM Mgr•t GIr•, Y"Her h to N aNttM.flee e■MIQ ',A• 1 � • _ _ t 8' 3.67 3.46 5 5'-6" 10 -7'b6 3 5' 7" 3 3'-2' 4 5'-'6• 3 1'-60 4 1'-Do 158 PLAN r t /rw bl� , i; Wn.. _ __.-._..__... ® Ij-... e. con _-� Wool, b Mat Non INS wea rttay be earlhen, In rhitA case ire "pone" idrde --it Mt. , t • ..'-...- i - ■ 0 i • t ■ i • .11 oppy only b orb or Cott lira o„ tfa. . • a"re E I 0 _ 4.58 3.9_0 5 T -6 14 -7106' 3 5!-7" 3_ _3'-2 4 7 -6 3 1- 6 4 1-0 204 _ _ _ t r DI - 38 12' 5.50 4.34 5 9'-6' 18-a''IID6-10t' 3 5'-T" 3 3'-2" 4 9'-6" 3 1'- 6" 4 1'-0' 2 5 1 1 - L - V.-It"- "see. to' 8 ---- -- �•---s=d-� - -- r r-a• •'{ - t'-o'� SECTION 9-8 14' 6.42 4.78 5 11-6" 22-71oV-a" 3 5-7" 3 3'-2" 4 It' -6" 3 1'-6' 4 1'-0" 298 16' 7.33 5.22 5 IS-6" 26 71aG-V 3 5'-7" 3 V-2" 4 IS-_6" 3 1'-So 4_ i-0' 345 "n•d �" '"' ° Aver.... sew 18' 8.25 5.66 5 15'-6" 30 7toe-IC 3 5'-7" 3 3'-2" 4 15'-6"_ 3 1'-6" 4 1'-0" 3 9 1 *Not!------------------------- y distoo !� �_ ' 20 9.17 6.09 5 I -6 34 6-7'loCr10' 3 5'-7" 3 S-2' 4 17'-6" 3 1'-60 4 1'-0" 438 l jr0 r .«. c e t' to- Type A -to doled etieN be "sad a.. c 1 ' _e"»..a 6' 2.75 3.01 10 If- 9' 4 7?oV-IO' 5 5'-7" 3 S-2" 8 1'-90 6 1'-6" 2 1'-0' 1 1 1 _ t ow 6 r •11 otwrw -` ((�!)J ■••r wN rIM cal 3 a fG-r SI■n4dr Y y awe r 1 ■ I r } J FRONT ELEVATION Trya t no.e aN"1 wwu be fled rk. +'ere Nala 8 3.67 3.45 10 2-8 8 6 7To6 q' 5 S -T 3 3'-2 8 2'-9 6 I - 6 2 1'-0' 1 58 .tin cG-2 a CG-e stand■4s •""s,ve; 1 Ilordre.e dofh to' 4.58 3.89 10 S-9' 12 6-TtoGW 5 5-7" 3 3'-2" 8 V-9" 6 1'-6' 2 1'-0" 205 � 3•dremaw nepltote a N Me•Md i 0 , -- , � i r r ■ - i • . ■ � A m Ina e.em Ina "yeti of the out IWI pipe a h.gnor man will bollom t•'p"'"bb"b' Wile""' •reo 1 12 5.50 4.33 10 4-9 16 6 71os'- 5 5 -7 _3 3-2 8 4'-9 6_ 1'- 8 2 I --0 252 ul IN slruciur.,th. -or, Gf me sir uchrr" stroll be shaped with comw+r hole wOh 12 .12 plost. Nrd.mre werdN .h.n rl r D I - 3 C ---,-- ---- --- - -; • -- ---- I• ■ Net.. St-CivOl "wit mwla Ise prevanl s10r4N or pof.dng Of wof« n wr ttruCk".The Cloth v4'"»ah w sot.amsed Stool 4 o'"•real« 14 6.42 4.77 10 5-9 20-7'106' 5 5 -7 3 3!-2 8 •si'-916 1'-6" 2 1'-0" 298 rr,py M cm.ruclod Off concrep e' cost ICI Irtve.l stgpn sMN le Mcluded m IN rna eiu 0.0) IncD, n,rnMr 1 ttloM fa .too a.wl. w• - -_-- bloca m occada,ca with rM Mt",ff Mown on 9 pica led Ip IN •hlrf.ilra. T- -_ + --. -.___ _ _ _-. _ _� _r__ - _. -_ __ --__. -___. __ �_.. _.__ ■ __ -.-.� _4'__'_ , ■ sl•ndad 0r4-f; DO -MO hardware Clem anchored flr-ty to r►-- t'-r---J e• "''T, _ 16_ _ 7.33 5.21 10 6-9 24 a'1D6'-V 5 5'-7 3 3'-2 8 6'- _9 6 1- 2 1'-0" 345 rK slweneldm oM ere■enlee tiet etfe.n .« ~got 2 o"tStaa d Struclwa.SECTION A -A _ 18' 8.25 _5.65 10 7-9■ 28-7"b6-V 5 V-7"_ 3 3'-2• 8 7-9r 6 1'-6" 2 1'-Do 392 DI-3A 01-38 DI-3C - 17 -- -- - - -- i--�L---, L �_� r- L _ -y 20' 9.17 6.09 10 8'-9" 32-^o6'�0" 5 5'-7" 3 3•-e 8 8'-90 -6 1'-6" 2 1'-0" 439 T _ t•'1 . pti t Denotes length of one (1) bor --4 rtArpaegoa I 1, N ; l 1, " 0_" «f r� �,,//�� I -Ek- t Notes All relntorcwtg bars to be No.(J t - t �/ An cost in place concrete to be Class A3 For occepfable olternate see Precast Stondord Designs L t ~� d • Concrele quantities shown are for depth (H)of 5- 2" without pipes The amount dispbced by pipes must F. r « eve. rbe* cow to M .Me•an¢or w;-d� be deducted to obtain true quantities. For Inlets of different depths odd or subtroU 032 cu Is- w4"dM ." eve• w er.on r r w eweo"o " ersw.."o .0 yds of concrete for eoch toot of difference In depth s..,.w. wale Is I rr use r 41.0rs and P "rt w •w« its Length of a Iron as sfi0wn On Sheet 1 K to be L iEf"6 4.10 tbs per ft „.towow w rh. oww" ■ w a• .ww"d r "" r.tr• lee ti - a" ~ w"pHle DETAIL WHEN USED e� TM "H'dbnemlon sltOrn on IN Stondorde and epectlrW on Ill pan. wn1 W m400wed from Otto m.er1 at the offal pro" tome too of Ill Strucmrs Ran "H" L.Wh .e tsar ILI ad, "e•ory cdss, be show% « pars ADJACENT TO Cults dimbnsans ore OPWOnmoh foreatrmdnn anti g as and ins actual drmenstmt WITHOUT GUTTER tiwll De Onwmrnad or rM cenlroctor from note connhons. rh« 1.1.1 ,. cod r 4'.d coo«, book .r wist is le d .hood r. e«w. d Con .im erep..d seat , fif or ueDROP Sheet I of 2 STANDARD CUR•B INLET SPECIFICATION SPECIF [CATION STANDARD CURB DROP INLET STANDARD u t t �� afn� A4nvlydtl6A nrnTt/ /ul_o REFERENCE REFERENCE 12-30 PIPE MAXIMUM DEPTH (H)=8 233 302 VIRGINIA DEPARTMENT TRANSPORTATION Notes "H"may be reduced until "X" reaches a minimum of 4" where endi"a Headwall to be beveled in aR areas except where a conflict with EW- I• IA would protrude above shoulder line. In no Case Shall top of *Z_ invout or wingwails occur wall project above fill slope, chtch slope, or shoulder. Bevel after is required on the headwall at the inlet end of the This dem may be precast or cost in place. culvert I where the flow enters the culvert). All cost in pksce concrete 10 be Goss A3. Far precast See Suet 10102 • H•odwaR at the outlet end of Me Cu Iven may be either square This standard to be used with straight txosaings fYld all skews (O° lot15) edge or bevel edge Shape to be beveled L A� with mortar C'- . - s X. 3W Chamter shall be . D _ pry` ed on sit mipoeed H 7 Flow -� --- -- 1 D -- •• .•`� t, ,I It '.•,'.,'. -- - --_ ' - DO not hovel Invert FRONT ELEVATION �- -C--� Nele: On shallow fills, where eridwalls ore I' or less below shoulder line, the END ELEVATION top of the endwall shall be constructed parallel to the grods of the rood. • - 1.2r f / foot disieseser b • 1' foot diarryier EW-I EW-IA ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 15" 18" 21"or 24" 27br 3 33"Or -A_._ 8 _ C d-6" d-11"__ 10- 4" 0'-8 1' 1 " 1'-7" O'-_9" 0-3'' 1'-9" 0-iI"_ I'-6' _1'-0_" li-9" 2L 6' I'-O'" 2'-0" 2'-9"_ O- .1'_0-4- 11-3 1'-6" _2'-2"_ V-0" 2=6a 3L0" F 0'-6' 0'-8" OLe" O'-9' _N L a 2'-3' 4i-o" tY-r _2� It" 5.- 0" 0'-r 3',2" 6,- 0' 01-2 1/Y 3'-9' a,-e 0'-3' 4'-30 Id-00 W-W 4-9" 12' 0~ 0'-4 t,r b (Y•1 1/4" W-1 1/4" O'.11/2' o'-r a-2 11r 0•-3' C_U. YDS. CONCRETE - _ Pipel 0.241 0.492 0.697 1.319 2.067 2.947 CbIPI 0.257 0.521 0.73�398 2.198 3.145 0 502 0 85 I 2 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 49"02" " - C - " 2YxW 3Crx 19" 34"x22" 3d'x24" 42"x27" 45"x29" A e- O'- e" - I'-2 " 01 9" 1'-5" OLIO" IL6 " 0 I1" IL8" 0'- I I" 11 0"_ _ 1=9" I' -to" I' -II" 11-11 " C 1-8 I'- I I" e- to 2L4" 2-5" 2'- 7" 2=8" 2L " 0 1'-2" 1'-7" 1'-IO" 2'-0" 2'-3" 2'-5" 2'-8" LIO" F �H O'-8" 0'-8_" 0_-9" OL9" o'-9"_ 0'-8" ' " 2-10" 3-3' 31'-7" 3L9" 4'-0" 4'-2" 4L5" L 5_0 7L 2" 8L 8' 9'-2" 10'-2' 10'-I II I" 12'-1*- = ' S _5L I' 11' 0-2 t/r 2-6' b'-3 2'-We 0•-4= 1 3'_ 2' W-4 V-6' 3-9" 4'-I" 4L 5' 0'-6 yr a 0•-41/r_ o•-4 i/r w-51/r b o'-1 1/2' 0'-r 0'-2 irr 0'-2 1/2- 0'-3• (r r O'-3 1/2- tY-3 112- CU. Y__ D& CON_GRETE Ctx+c 5 1 236 500 1.811 2101 2.51 2 801 SPECIFICATION REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS 105.04 VIRGINIA DEPARTMENT 302 Of TRANSPORTATION IOIAI 12" R -T :. The bottom of the curb and - _ _ - -" - gutter may be constructed porollel to the slope of sub- surface courses provided a 7 �+ 2 -0" ��rminimum depth of 7" is mainlomed C orb Wderal *do - ___-___ r p r p ley - - ragulr«wd lo ea/arrobb wwNftp .errrate caer/np re orilfre wkvh r/ Mt roap /oar /yoga /lint atq D" ..frltAa rNhesl o//m, strip) aetlre a Ipdsloe pa, a cost plod). The derecia" raring s/rAbo X .ldW Jy an e.pru•d o99royaN Sra CG-1 F Y-t NNsn Rare 1W nit excli ere a an,lnh,at d 12r. This area may be concrete al ltle Opltan Of 111e COn1rOCfOr� __..� s/qua Indowed s l Iece to b urnished 't�il`q ganged end of CGi e„tt;c FIO(° 9 -- - FIaW sides d curb faAp to be p"W neviliri /M r /lea w • .i� fNssoble cwuff„a/fpn /drr.un f"9trAad loot `a" r °"° °� �''"� °� =-=-- This curb etloll be used when design When cr3rTtbYiatiOfi /T1atXilat1lE curb orld gullet is Flanged couplin adapters to :-- h reap floor Is�,f"st-[was d.51 prodded for daredbprs Ja rrr,r djOd flwed a A: IA""' "., "°�"w,' "«°�ra"°'"�.Prapa�`°"�` ° sw" speed is greater than 40 MPHon used, the Slandwd EMrome Gulters or Stoddard Rural highways 45 MPH In Connection for Street Intersections are to trove Pprovided at bo h pipe connections P P ss SECTION A -A Iris Nye •w a ReµflrW barb we t0 a Nil S r a N«W , • C4frY /a G•Nm, ahn9 bdA s/des d Ihe , ore and developed Urban and Suburban the mountable cart configuration mcorporoted Standard Stone Bedding p-ar" or peal M pebcte floor. mild dWh of rafrp fAw. Y1Nrrtum cartr aft, Gaup IV,*. oroot. •S . ff sets a /r Cwb (aft% wit w mwsuf ad aid paid nor a the coMfocf 1/N1 prkaJ fa hydfouNc Cefrrwfr When this slondord is to be tied into existing Cov'seo Sloral and f.pued ow'sivae sids"ds, aIn Sorrier curb, the tronsrhon is to be moc:e within Pr rssade Cmsnrotm n"p"•r Nate - Stine f2'r kbxtobx• Adrr cur&/oalf Otto 9terar Awe it"Iflarrs W/oCSN to o it romps we Inchdw In payriefr 10' or the change in standards mode at regular fa cr0b1n,rb one 9,rtor opervings Nowt used in con/wrUm wAA SJateard CO 1 a CG T, the calf face m Iris Sionrord Is .. -.._ ro Ail W1„stW 10 mach ins f Ofaad Cwb co,4lpufalas St CI ION B-B Accau/ao refee /s def/fret Os a tyrrlr.,a,J Ctffb Run" wa f0 to hk.ded OJ srts.n m fro pano w at dl'KfW A ire f'W"ew. boo, WrobulruClW,alap/w, fl/ill and slip rulslaN rf y we to as Nand a Inmsallwis wrw w m OOimW3abh'"t W rirr/n Iris li9M d -iffs d E.pww a9wegos sidewdl pa eovi cIfIv illoe..ss/310 •fin 5 d d wry d d ri9n.oy raclNh � he d/se rr pn pA of im � f"sreiaJJ is as s'larnrpn yore fOr11Ry ff1w can be qya mx wi,"Nm,W and pfposW a fev".I warp rrooreeN r/arl rlm�1A d "it." a sbewen ,reed 4. persons W11A rsrpAl w w serf MOW sprfce s NSJ JApA 7'! coy ratwlrrfrNs. f .roll q the fnplf■m,,lf,r slnvld far a +otaW bsrrro .orirJe stop flea lv /IgA1 pNas.fko litdl&Vj. Off qo Iners, do.1y also oftw pbcwr. C/ 1 13 Hof, sONPf E tJ F { Ar r (Af acY (Pf=RSONS Wit", M0811.11 Y IMI'AIRMI'NI Si Orojn' VOCW/A pfPARIIIfNf of TRANSIRWIArON RovlaW ♦Z89) K1 201.04 by ckd• JOB NO./DWG. NAME: '5004-DET dwg" Hof �P Note Comb curb 8 gutter having o radius of 300'or less (along foce of curb) shall be paid for as radial combination curb 8 gutter COMB1!�i�-`,.TiON 4" CURB & GUTTER VIRGINIA DEPARTMENT TRANSPORTATION sf CEM DATE: SEPT. 20, 1995 a� Gilbert We Clifford DESIGNED BY: C.E.M. C. DOX, JR, z ❑ CERTIFICATE NO. U 7091 D This item may be precast or cost in place Concrete to be Class A3 it cast in place, PSI - d000 if precast In We *.ad the W.0I of the "fell Me s Ndw Ilan Ina bola" of me thucturn, fM in- vert of the struct n NoII be et'ap•d w.th Ce- ment malor to prowbni t tg ateafInxt cter rote wIK n t ►Mucture -_ --- 1•4'-4'pY-De'P1pe1 e•3'-Oi12'-3e'Mp■1 PLAN A•4'-10•Is2'pge) (COVER REMOVED) a Stop tin tq b! tlrovirNd s•tr-rlwp "i who 11 is Ill -a or greater, For the deffals see SPd. ST•f. • cdrah Cover -� • [for dataih tie slwl Zd21 -- an 3 Maprler Weep hah wIM •• ., -A 12x12 picnic todwar" cloth LA' moth a 911,0nired sill wire, minimm cows do a a3 s.••• inch, number 4 mesh hord won cloth anchored" to ouleide of struclirs. 04-°ip1" COW. at• rfie,r Ia.a -a i s 6" width 9ECTION CAST IN PLACE FOR USE WITH 12' TO 42' PIPES Class A 3 cwKwIs to be Off" Mm wuef deplh (NI to be V-t' z 12, 15' fir 2I' 3Cr 36' 42' awba tit r3i r�►� r-r %-TI 4'-e 1.-K C&OC. t147 10" 1143 133P 1,5n 1.734 1927 PLAN W"P Hole (COVER REMOVED) foe requirW)--..\ ,l 1: D- c 0111 how 1 For details of Precast DI-7 not shown hereon eee Precast Unn Assernbly Diagram, page 103.01. Precast General Notes. page 103.02 and Applicable Precast Bit e, Riser And Top Details, pages 103.07 thru 103.12 M1 DI - 7. 7A Con"it Gast (For dolmis fee ~ 2d2) weep Hite f'•le Its reg",rtdl RECOMMENDED t ON11MUM HEIGHT CHART_ _ PIPS H DedENSION an -- . CORM. K tz rr �• W 71/Y r-11' 1• r Yr -r-r sal' r-r rw 2r r-le 11M TV _ 1- 2T err v-: 1Q• 1•• I r n,af•fIMIr forksopf•ddrl-w-, its •0562a yds. Ice--WiOiosl - -•'�-OaD cr r•s. 142'Npe) Ril"OKing cancrpte 100M G mev be pr•cesr or CON In place Two PRECAST khing Iwuks of fabricators design to be provwled in proc"al footing DI-7 - No gutter NERAL NO S IN-7A- ter ■lien amp MIN h on a Min fp"cdlod m e rlr nmI a to be s &-d"ntrd 1 Clown Or br Wete s"ihpul pipes. Pipe dYplsareeris ruts M S■fgM Gut p graft. pion hoped /n OaeoNaftcerill Sld eeducled io oblam Irwquo,lwst Dl 78 -- Doubts gWsr wtwn drop wo s In o sag bet~ two Wades. IS I Paved aides ore So be hdtsnwlod h r1 M laid 9AW es seowt in 111Y PM. IN IWO d .fhl (1004 d hereon to be Camtfvcl W Will be of the •Giro, of For dtbih of Csficrolt cover, Collor and graft. WW fneMod d h S:"tw Slabs are to be re toprovbad a r minimum end 12' r m•xMln lite controctp ter Ste sh4et 2 of 2 g' t•awtg oppraoc open n ra t of pO er"t are ec lea by " so in not to corftMW wen to olp•nings for pipes as tlirattW by the Engineer SPECIFICATION REFERENCE STANDARD MEDIAN DROP INLET 241 503 VIRGINIA DEPARTMENT OF TRANSPORTATION Sheet I of 2 104.22 o6-6 ,. e I 1D . •. I A. I'. A. i 's.', .d• I /, A. ;.. ¢ a , • "a • The bottom of the curb and -___------- gutter may be constructed parallel to the slope of sub- 6' I 21-0 surface courses provided a h' minimum depth of 7" is This area may be concrete maintained. at the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban B suburban areas. Now: Comb. orb B gutter having a radius of 300'o► less (obng face of curb) shall be paid for as radial combination curb B gutter This Hem may be precast or east in ploee. Concrete to be Class A3 if cast in place, 4000 PSI if precast. SPECIFICATION SERTI REFEFERENCEE COMBINATION 6" CURB & GUTTER E REFERENCE REFERENCE 12 105 VIRGINIA DEPARTMENT 0 Of Ot and Associates, Inc. DRAWN BY: D•S•. Engineers - Land Planners REGISTERED 150-C ❑ ale Greenwich Dr, PROFESSIONAL APPROVED BY: C. E. M . Fredericksburg, Virginia 22401 (540) 898--211.5 TRANSPORTATION WENDY'S MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER STANDARD DETAILS Surveyors 200 North Calderon St, Set Revised 2/4/97 Winchester, Virginia 22601 (540) 667-213Q F-REDERICK COUNTY, VIRGINIA I +20103 3Cale SHEET 9 OF 11 417 ,; TOP OP GC, W4 • j ►_ 41' .'. ' ?q aE '�4 1000T I t-JCa �,,tip --, Dy I I" DINM41'r•T rD94-r G^(-41e. 4` z !F T 5 /54- T,0► Ir. L . e^ fFooT lc � � " I C_Nii) r 1 r� D1►� I �'1��•.IV �'V f1 / � r 1 �^nI /1 �l Q111 I•GoilS►T�F�l._/�r,�l U5�';, '�`/�1�/I�. 4 •' y ' i. rr+ ant IL I G 6 t f Q I �r�^ 11111 /y'� '1' GF'N �L1I Ir ' O pc;, _:rt FU/P� Ii j D l t` 4 6 tj 0 . T. G Q N Q�IJ T M ;�4/�TIpN p�• 1.4 "MOD �. Y/\ f�D L IG f=00_r (f= LJPLI T DETA I L O 2• 4 40 1 _ ..t . NL-1 �I C"11 l F /'r.f�- ' i�'✓i'. �u 3 pf'1019 15IGN 4!�WHO�_ F _ T00 -0 F, i�iuGEt...I(w,'`I-�� .Q___- i.F:.,.,yl�•1;7y..:�Gufnl �. F �/ .•,�i �+-+nl_._l._ � E' ~ � 1 � I F I P � w/ I'-1GL.. l•-�.-� � � I � _ I Gr I -G. � r ; ; , . , IaM" • O u N {, PIPF-,tiUFi'OKT :,..1PFLIF.DI3-f `JI�.Q POLO• ►>>zF�.Mnc,p IIV l�raur•.�•c,�acn�e.p 0. , it 5/1.5C PL,,s.T alit - SQ• T5 12X Z4X , 2 50 rr ; DY *I Caw M FG!*+, %�� R '' � UM1604T .� E t�J-T L`.P'� • �.X I'T T NOt`J-5P,1Wh /aNC.4MOF�l bDL.'t'S DIP',E.,GTOAY, G��OUT �F0UP% I'A/4"K"4 or, �► i TN A.w 00, You, v" L.. Um 4 �TA7 ► v 1 K C E�.P L..C�'r FIN. G.PtiA. r;?E ------.- R P� o J i-r I QN _ n -` ---- Ir:- a V; , =On My' Q �' ' 9�-9" W>N� iEL� r Z'•�f.�lt�,�"('�.R i= (71/a,N1G"'��.� - ' "• • FOUti Dlj,T I U N FUfi, Kl 5T� N • �i C.. SIGN 3r 311 pF��/��.�V E�QQRD r �F, MOJN'1�1NG �' �M vc�'T�r>►�i :'T( F r� r�-r Iti �-i��.►..� MciGa•ITi C= KF,nT tp r F00TI N4 w 'r,,nu ;C�, 5e1 41 •Q � IG�•�y Lc?►� .M�G7�•''S Fous,,iDn- `• >> >> "T I ON AR 4V ► N 4 1!' F.. LE..`/A0,T1 ON : SIGN B nGE. t... ��/. o 1 s - . REVISIONS JOB NO./DWG. NAME: "5004 -SP1. d wg" .1 H no. dote description by ekd. DATE: SEPT. 20, 1995 DESIGNED BY: C.E.M. C, . MADDO JR. z o CERTIFICA NO. • DRAWN BY: D.S.F. u 7091 a REGISTERED PROFESSIONAL APPROVED BY: C.E.M. ENGINEER F 4009� M14� / C t4?t? /4 f V 1,4 JJ _ � #, —�o�aE 2� � \ LISP L1.JMIr1AIR� Mch.J►JTIh•�Gj 2,5 2 r rllra+-� �I"iE�}•1F� �) LJM �µ P5�) F XTURD 64Al.•1- eU', AiMEp TO I L .i, LJ M i N ATE a.P6. 4 M A?%�K D, I"'1 E-1•AL. N�*u D�. (M N) F I�c'(1Ji�) Tp I L.l_LJ M I r1AT� SI � i;. DK 1 V E WITH NO �FIL_t_ A,61E7 G j A- .JAc-L�--- tJ T PK�E RT1 E,a - TH K, k1oKK. C.;j.lA LL E3E -r*+ EF_ RE �+• I �I LjTY -TFi IF- 1►. T- a, I.L I rl q C4:i TF�•�-Tc• , T H I s TO L C DONE AT N ICaHT_1. e;e. •Pe -TAIL_ 7/, 4. • E', f;DFZ F;OLI VE�A F`( SOT LE�VA I IO s L N 1oT To ! �4LE 1 I•�'_:Tjr: S I CN L' ,AS e 5t-IC>\,i,4 I f, Ii.- M4DF_.1_ �3I fw., _ 5IzEC-ft3 5e L5E_vZ-9IF14D-�Y/ �A�:DC>E.' : PIELG, i,E-P, to __011) i 1 to SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gaskeled I bell 45• bend bet adapter 1 1.1 \ tocalor p*9 1 SDR 35 8•x 4' gasketed bell wye 3 minimum t I SDR 21 gasketed pipe and fittings property line P4 1 I 36- min. I cover GRAVITY SEWER SERVICE LATERAL Figure 15 SCH 40 solvent weld cap 4' with ed green c7Lcf, E JF It • �2 F� I ,A wi D c W d � 4F- Ft, _ _ _-TILE I(& <.4IPFALA 2 �jlip ,t- V) TMP',U 45EP�VICC. ot'� SIGN 1t I N l I GF`, D i�.► tl! ail if � ►-� ' SIGN. -,A" Q + �- �..ltt.r■ Gilbert W. Clifford Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 (540) 898-2115, 0 4 C-' �Ic R ILLIE �aT EL. Pipe - w' Aeav� c�izo.Jr4J. 21- (p V C'>1GL 00"v. PL.Ih1T *✓/ 1w• � 7t+� top of manhole at grade in pavement areas unless otherwise directr,d 1' 6' top shall be sel 18- nrn above grade In easement areas square skid pad 6' thick -- contractor to grout manhole cover in piece 4 bolts (3/4' dla ) adjustment rings (11" max ) max 1 concrete ASTMC 15o 4000 psi I12- or 16- (typ ) pioneer 301 mastic applied between pints and on extenor side of joints jams are to be sealed with 'O" ring gasket --7- variable 4'-0' - ID —pipe to manhole connection to be by flexible sleeve invert channel to provide 3' 0' inn smooth transmon In to out,_ 4 -0" rrvn for all connections Z.0' max. ax rout bottom of manhole ;, ;i; _—_ lop of*ench-wall �,,.•: ,: : • same slew as to form channel — ••�: +=�}:'•�r=.- � :;��:`I;;:• .:1:: ,t ;:::.•. ;,:1; top of pipe 6' belong stone --- �r�C;:�: �r{{'+'{ r{:�r.�.r.r.r. r•r•i.r•r•r}r.f.rYr•�•j•+•i.�.. 8Ri:8888 8 •ti' NOTES: 1. Manhole sections shall have an external coaling of approved brtumashc water proofing prior to installation 2. If adjustment elevation exceeds two incr—s use concrete adjustment rings with a extenor coating of bitumastic water proofing 3 Final s" adjustment of manhole frame may be by shims and non shrink grout 4 Skid pad to be placed around manholes located in shoulders of roads 5 Flat top casting shall be used on shallow manhole 16 It or less) installations sanitary - sewer main STANDARD MANHOLE Figure 12 R_ cast Iron cleanout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (4") finished grade Panella Model PA6SV-CSK (6) I—. square concrete skid pad 20"x 20"x 12" deep i aggregate base (depth 3" ) cleanout pipe SDR 21 wye 45' bend 6" stone bedding NOTE where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line. SEWER CLEANOUT Figure 17 57 E E - L '1-f? I U/_ L L T: L-4r, WENDY'S MOBIL OIL and Associates, hic. RTE. 50 WEST CONVENIENCE CENTER Land Planners surv..or, srnNoA+Ro oET;Aii s 200 North Cameron St. Set Revised 2/4/97 Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY, VIRGINIA scale 1" = 20 SHEET 10 OF I1 x CG-2 -ilk— I' CNWO 47. 4' WOOD RAIL — I' a Ir ROUGH SAWN BOARDS 6'-4' LONG SLOPE FOR DMINAGE STAGGERED W/,' OVERLAP *W PMAU) — (W/ POST BASE 5/E)" ou. BotT T 4', 4' WOOD RAIL — I C CONCRETE SLAB W/ 64 A -- WIRE MESH (SEAL CONC KTE — I SLAB AGAINST GREASE ABSORPTION) WDOT CG-6 :a I r DO, I EXPANSION JOINT AT CONCRETE FOOTING x' �� SECTION A b b TABLE V9N(;f PICa1 t)— S SQUARE — STEEL TUBING 2 SOUARE STEEL NG. SHOP WELD ML JOINTS O (2) FILLED (ATE' 1?0' FILLED POST �. J PLAN VIEW lo•-D' DPo"f ON `; _ DIAEN5101iS MAY VIEW l Is al ' � FCNd SOUD CONNECTIOW, A DR LL HOLES IN CONCRETE TO LACK GATES IN OPEN AND CLOSED POSnM (2) 24 LOW 3/8' RODS GRADE (CONIC. APRON) _ CONCRIETE FOOTINGb I 8 ROUGH SAWN BOARD 6'-4' LONG MtTH 3/8' SP BETWEEN BOARDS Lj FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL M LJ 0 J U i l 14' --1 �I I U � � z EX. PAVEMENT 1/4� 1' MIN. (WHERE PAVEMENT DOES EXIST) (WHERE PAVEMENT DOES NOT EXIST) ADD 1 1/2" SM-2A ASPHALT CONC. 1 1/2" SM-2A ASPHALT CONIC. TO EX. PAVEMENT 6" BM-2 ASPHALT CONC. 8" 21-8 EAST BOUND DECEL LANE TYPICAL PAVEMENT SECTION Concrete to be Clays A if cast in place,4000 PSI if precast. This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban and suburban areas This item may be precast or cost in place. Note: Curb having a ro&x of 300 ft. or less (along face of curb)will be paid for as radial curb. * The depth of curb may be reduced as much as 3" (15"dWh)or increased as much as 3"(21"depth) in order that the bottom of curb will coincide with the lop of a course of the pavement substructure Otherwise the depth is to be 18" as shown No adjustment in the price bid is to be mode far a decrease or on increase in depth ACCEPTABLE ALTERNATE IF CURB IS EXTRUDED SPECIFICATION STANDARD 6" CURB REFERENCE 105 VIRGINIA DEPARTMENT 502 of TRANSPORTATION 201.01 U.I. R 2'R .4 d, 2'R / =� MANTAN PMOOMo LOT sUFFACE �. IC R SCR DI-7 FFIM=805.20 IN =801.50 OUT-80'..00 'll TIN? T IV A r�?:STtiiRA �t CG-2 PLACEMENT DETAIL SCALE 1 "=15' STR 06 EXISTING ELEV.= +e05.$7—TIC PROPOSED ELEV.= +ao_-qo-Tfc 8'—(T Max. I" .• A t R".. .• 4' Post Fill Post Hole With 1 Part Dry Concrete Mix and I Part Excavated Soil. Thoroughly Tamp Concrete Mix and Soil to Eliminate Voids. POST SET DETAIL SCREEN FENCE DETAIL Scale : 1' = 2' 01111111111111 REVISIONS `T �� ,n JOB NO./DWG. NAME: 50r?4-DET.dwg �, fi C � C.E. MADDOX, R. � O CERTIFICATE No. a REGISTERED PROFESSIONAL ENGINEER G i 1 b e r t W. . C 1 i f f o r d and Associates Inc . Engineers Land Planners -- Surveyors 150-C Olde Greenwich Dr, 200 North Cameron St. Fredericksburg, Vir 22401 Winchester, Virginia 22601 g' inia 9 (540) 898-2115 (540) 667-2139 WENDYS� MOBIL OIL — RTE. 50 WEST CONVENIENCE CENTER STANDARD DETAILS Set Revised 2/4/97 FREDERICK COUNTY, VIRGINIA scale no. date ^T description — _ by ekd. DATE: SEPT. 20, 1995 1 12 18 95 REVISED PER F.C.S. A. COMMENTS dsf CEM SHEET OF 11 2 11 18 96 REVISED PER FREDERICk CO. PLANNING COMMENTS dsf CEM DESIGNED BY. C.E.M. DRAWN BY: D.S.F. APPROVED BY: C.E.M. 0 ik' 4 -- _ - - Grvaracar acre bM Inn Dl- 4A-48-4C L•}••t't _..._ r, dr."..4 rrr P..r. en o. alien N 16e• 30 •A r n e c..w ». we rc-1 bo rlLrred rnM j•.♦"dW e•er wwHtad am • E Jeee c? �asns V~ to beat N•w E.vasse ,Joni t'_p• at4'sw.ri llr.e.e aesrr i'c-c *"erns Area, r-' rr rrlYwso"u.r I. ...MI ...Yr.M frs 1 ft. c �" • �,�- i ••r•w.a 0c..1.... -� �.�. •• ` e,.ti." Tray A TWA e rr.-. s, a. .r.r »nwMev«rCl-a L # 71r 110- DETAILS Y.ra C ...Linn N. 1 I Mr Mw• rK.r cre •.»a-`_•�• x� •N'eM. a"n•. LJ_Hj e� croraca.al.w wl••• oaacor+elsw- rub. oa,,,r 1.-1 H WIN ..u.w1N w r1.M c.re ..n► Ml.err c.e, Mt. Y N w .wrl.l IMr gaell -fl r._.t 'ram _.• ' 6� PLIANw. K7'trm °Hon TNs sae lagf M ewfeirt,M f.r.cn new fr rpveiar four. •ta r•r-� apaly, anly 14 Cart at rant area trifler •'`o- *T1ea' e.w d ~' SECTION 0-0 rfw a .... bin ••r•• +'•' •.. i [ N 2-yF erg w fr.t r ir. 11 •er+rri Ili --- Wit u•e • ,. e.H« ,.. I---------� . i� CG' r ------ ----- �'�--e"'M 0 Lf �ee.•1. N tllexfor•eeeo M•evY ~� ` heir List Nlfe oleic bar* rci.rn 1/t senses reMl-rev a" .Leon.a.osNarkowx ve mooFRONT ELEVATIONI Ail•.*, 461•WA%brN On"N ter t clot'Iaan.•awra.rA..• « loom." d..."r rN w rw..w ' 1.. ern fr 01-4A DI-48 ------ -- bi--4C SECTION A -A -.-T-- AW owe . � . ' � _►lee rr'L i ; -y. �` . I, 1 0l 0Lar _-_top _ 0_, • f F. w « yyrN« FioH, iooa fa be ar-oeHlea 1'•-' r-fr--I wet n.rra .r Mir r o read w we.ier- .r •nine nra ts+ Tar air r r.".wq .r rw.y r "rw.r. The "N-d+fa•rrlie• sla.n •n Nto d0r10or0• rMn peCillN an •N pkonf w111N •r-'•" r r .•Lira r r s. ..r.el. " ..... w r. w e- PA11 rweHH. DETAIL WHEN USED maosarad Iran •io nwil of We ow" Pico fear top of ft» rrucfwa Plop "t.' Lesion OfHr IL1 r.x, w r".y ever, N re.w .o ear ADJACENT 70 CUM d,esnsions we approsrnoM Otto Ian falooliing piHpoevs and the, acfrol droid nanits WITHOUT GUTTER shall beorrrmnad br "" confroctae front field cendira»- Tt. Car wayM McM.rw.i » /etc.. Sheet I of 2 STAINDARD CURB DROP INLET SPECIFICATION 36i'L 48" PIPE MAXIMUM DEPTH (H) = 8_REFERENCIE233 VIRGINIA DEPARTMENT 302 IO4 15 TRANSPORTATION COOLERS / FREEZERS: ff.£C�RICAL PAM£LS - , 01- 4A, 48- 4C TABLE OF QUANTITIES TYPE AREAL OF CON- CRESLOT TE REINFORCING STEEL BARS A _8ARS B BARS C BARS D BARS E BARS F BARS G BARS H WEIGHT Ft, S4 Ft t uYIla No. Lin. Ft. r6 No. Lin. Ft. a No. Lin. Ft. • No. Lin. Ft. * No. Lin. Ft. * No. Lm. Ft e` No. Lin. Ft* No. Lin. FR a Lbs. DI-4A 4' 1 83 465 5 1 4-8` 6 7'-6" 2 4'--8r - - - --- I I I'- Do 4 2'-So 104 6' -i 2.75 3.67 '507 5.51 5 5 6'-So --.-�ire 8-6'r bfkf "tofi 8 7'-6" 7-6 2 4'-er 4 2r-0" 3 i'-6" 9 1=0' 4 2'-8e 162 209106 8 2 4-8e 44-0e 3 I -6 . 9 e 1 -0* _ 4 t8 2 -Be -6 2 4'-8 4 6'-0 3 I-6e 9 1'-0" 4 2-8 256 12' S.50 640 5 12'-8`►ofr 8 T-6" 2 4'-8" 4 8'-0" 3 I'-6" 9 I'-0" 4 2_-8` 302DI-48 14' 6.42 6.85 5 14'-8" "to6�0 8 7'-6" 2 4'-8" 4 10'-0" 3 I'-6" 9 1'-0` 4 2'-8' 349 16' 7.33 7.30 5 i6-8 to6 t7voV-V 8 T4'-8 4 12'O 3 I'-6` 9 I'-0" 4 2'-8` 396 IS' 8.25 9. 1 7 7.74 8 19 5 5 f8r-8" 20'-8" rob-t0" I06' Icf 8 8 _7'-6r 7 6 2 2 4'-8" 4 - 8 4 4 14'-0" 16'- 0" 3 3 t'-6" I = 6" 9 9 I'-0` I'- 0` 4 4 2'- 8" 4 8 9JY8 3.67 5.48 58-8 'to6-t0' 10 7'-6 2 4'-8' 8 Y'-O"_ 6 I'-6' 71'-O' 4 2'-8" 22010 458 5.92 5 10'-So ai -10' 10 7-6" 2 4'-8e 8 S-0" 6 I'-6' 7 1'-0" 4 2=8" 267 12' 550 6.37 5 12'- 8" ole-111 10 7'- 6" 2 4'- 8e 4'-8" 8 4'- O" 6 I'- 6" 7 1'-O` 4 2 = 8" 314DI-4C 14 6.42 681 5 14-8 b_6'-q 10 T-6 2 8 5'"61'-6" 7 1'-0" 4 2'-8" 360 626 5 16'-So o6'-lo" 10 7_-60 2 4'-So 6 6'-O" 6 1'-6" 7 1'- 0" 4 2'-8" 407 18 8.25 _7.70 5 IS'-8" 26 8 7'-0" 6 I'-8'_ 7 1'-0" 4 2'-So 20T 9.17 8.15 5 20'-8" 30 Tto6' 10 T'-6 Q _" 4-8'� 9 8-0" 6 1'-6" 7 1'-0" 4 2'-8" 501 +► Denotes length of one (1) bar Notes All reinforcing bars to be No. (�). All cost in place concrete to be Clou A3. For acceptable alternate see Precast Standard Designs Concrete quantities shown are for depth (H) of V-10' without pipes. The amount displaced by pipes must be deducted to obtain true quantities. For inlets of different depths odd or subtract 0.49 cu yds of concrete for each foot of difference in depth Length of Angle Iron as shown on Sheet I is to be L 4 16" Q 4.10 lbs per ft. it 2 of 2 FIC ATI ON �ftENCE STANDARD CURB DROP INVT 233 36" 48" PIPE MAXIMUM DEPTH (H) _ 302 VIRGINIA DEPARTMENT of REVISIONS JOB NO./DWG. NAME: "5004-PR3.dwg" no, date description by ekd. - i DATE: MAY 157 1996 DESIGNED BY: C.E.M. DRAWN BY: D. S.F , APPROVED BY: C.E.M. _H C,E, MADD❑ JR. Z o CERTIFICATE NO. v 7091 A 1 REGISTERED PROFESSIONAL ENGINEER RESTAURANT USE: CONVENIENCE STORE USE: COOLERS /FREEZERS: COMMON BATHROOM /LOBBY AREA; 1953.5 sqft 842.0 sqft 447.0 sqft 540.5 soft 3783.0 sqft I 4-CONVENIENCE STORE USE: I 1 1 1 r I COMMON BATHROOM / LOBBY AREA: I I RESTAURANT USE: 2 Ew- 1 IA ears C > Bare 'D sore 13 See Detail A _ DIMENSIONS FOR BEVEL ON HEADWALL --7--PIPE SIZE I t 12" a-r a-1 ur 15, a-r fr-t it4 A _Is" W-2I/r 01-1lIr I 21" or 24" a-7r a t _.__�i .. __-�- '•'""''"w' 2" Da Bar . 1068 Lbe/Ft o. Ne. 14 Brea Steel Bor e --ears D Bars B- 3/T CheaMer 6noil be 7,65 Lbs/Ft (ASTM A615 provided an oe exposea Cnode 60)_ PLAN VIEW edges' No "as ore to be provided (Grote Removed) niZ2 x 2 X 3/e" .hen adid bars "eNb are used Bon C 12" X 2" x 3/8" wad �-[ 2 t /r' x 2 t /T x 1/ t C om'-�_. SEE DDETAILA � e-c TyP- --- 1 - _ 1/7'x 4-Stun Shear 1 Connector a 12"c-c O DETAIL A SEE DETAIL BBors B l 1• ! �._.-__ 3'-6 112"-..---� A SECTION A -A • I Headwell to be boveled in all er'eae except where NOTES a corlRirt with Invert or wingwaee occur. ,n no case moil top of endwotl project above f.1 slope. cinch eevei edge io required on tiro headwall at the M �----� e 1/2' c-c Typ. slope, or shouider bd•2 a/1U of the culvert (Where the now enter 4 I/4•'-J Class A3 concrete to be used A coat ,n place. 4000 PSi If precast the aldgert 1. GRATE DETAIL Reinforcing steel to hove a mihrrI rm 1 112' concrete cover Heedwee At the outlet end of The culvert may be I or scrfeduie d re.rroec,N sleei. d.nvensions, arts quohtAies see adier square edge or bevel edge. sheet 2 of 2 Shope to he Tres item may be precast or cost in pace bevol•d Wet T__a i'sa Boaom ofSVuctwe to be on the some grade os arainageditch Do not bevel .. invert Deter A Deltsu B Shea : of 2 -R`R""x PIPE ENDWALL WITH LOAD -CARRYING GRATE _ 33 FOR 12" - 24" PIPES 104 16302 NRt~ DEPARTMENT OF TRANSPORTATION Gilbert We Clifford and Associates, Inc. Engineers 150-C Olde Greenwich Dr, Fredericksburg, Virginia 22401 (540) 998-2115 6" \ Radial combination curb and gutter - �.s 9 * Radius to be as N9 shown on plans Expansion Joint 0 t r A -__- Street approach same a surfacing as man line roadway I Ir•PJ Main line roadway _ Note Width "8" 2'-0"or as shown on typical section HALF PLAN I I O A� 1 CG-II U 1 UZ O V w fn of tter line Gutter line Curb Curb of Side Street Man line Roadway - Wheri used In conjunclion with Standard C G - 3 or CG - 7, the curb face on this Standard is 10 be adjusted to match the mountable curb configuration SECTION A -A REFS ICA REFER£NCE STANDARD CONNECTION FOR STREET INTERSECTIONS CE 502 VIRGINIA DEPARTMENT Of TRANSPORTATION 20308 END -SECTION 12"-60" PIPE ad on oufW r d-secUona d end on nisi end-sechws F - I ----------- X E Concrete to be 4000 PSI Mn PLAN C B Bar or fabric 11sZrce -- Ar A I~-- - - D ---� SECTION X-X I r END VIEW END-SWTION OW -lit ONO MAM, I A 8 C D E 12" W 7-0" 2'- Of' 4- fi 16" Z -3- 1' 9" 4'-O 7- 6" 16" Sr 2' l'- 9" 4 F o 3'-7" 2'-6" 6 1" 4-0" or V-6" C-?]" 6`1 " V-0" 5-3" 6'-0" 42" I -Sr 2'-II" IW-2" 6'-6" 48" 2'-0" 2 2" 8'-2" 7r-0" 54' 2'-3 -5 Win- lfr - 5-0 ALTERNATE END -SECTION 12' - 60" PIPE Nub end on am" •ed - sections Sp. W end on nld end- eoerlars - X r X E Concrete to be 4000 PSI Min PLAN r- ---- ®- i i _S#"I-labrK q fgra re A --- D -- - - a I- --- E ----i SECTION X-X END VIEW � • ,. t III' Me •' •Sm • NOTE F'IP• larfglhe Yarn an pitch• an based an End -Section d•slgn shown an fhe loft If the confroclor OWN b uu /ha all• hot# do"n Yam on Crdeerl - - ---- - - ---- the right, lengths will be rWuced by SLOPE DETAIL the difforer" in dxnonsion SPECIFICATION REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT of TRANSPORTATION 102 01 302 EW IIA DIMENSIONS - PIPE SIZE A B c • b 1a'-7 } e•_r d-1 1Ir 15. 14'-e' z-s" M=o" a-r 0'-1IW to" Ir-2" 2'-e" 6-6" a-2lir IVA irr 2i or 2<' 22'-2' 3'-2" 21'-6+• g•-r Ijr.r APPROXIMATE QUANTITIES PIPE SIZE CONCRETE CU YDS LBS RE IMF STEEL No of GRQES TO RE CITRATE �E PIPE 12" I. 127 1.139 119 3 -- 4 0 2f is, L S32 1.547 -- 161 -- le" 1.656 1.677 1 201 5 1=21 121'or 24' 2.567 _2, GM 276 6 0 SCHEDULE OF REINFORCING STEEL PIPE BARS �- 9AFt$ 0 BARS BARS SIZE ZE N0. SPA. LENGTH SIZE NO SPA. LENGTH SIZE NO SPA. LENGTH SIZE NO. SPA LENGTH 12. e4 5 e" if-G' e4 17 e" "O''S 14 2 - 4'-e" e4 4 6" vor'ief IS" 64 5 e" 4-to' -� e4 22 e' •r'•` e4 - 2 - --e e4 4 e" rams IC -ll::rn Ie" e 4 5 B" 1r-4" • 4 26 e" �.. -0 • 4 ° 4 2 2 - - 4'-e" 4--e" e4 6 6" _-"�. 21" or 24" 4 4 5, e" 22'-4" e ♦ 33 9"• • 4 • e"- wise APPROXIMATE WEIGHT _ OF GRATE__ TYPE 2" Oft ear 15e55 No 14 DAW Shed 123.64 Bev • Grans rid be 31&'Shot i ---BENDING DIAGRAM owe SIZE X ^! sARS A 12' f5" 14-3" ie" to-9" 21" w 24" 2 (- sr PIPE SIZE 12. _ IS• _ Is" Y BARS B ii ' f -t u I i- roues r' foe" vafoe i-1i.10 b'f.e Ei 6 vanes " &" or 24 BARS C Sheet 2 of 2 " PIPE ENDWALL WITH LOAD -CARRYING GRATE `"`"`°_" flEr ral/1cT FOR 12"-24" PIPES as VIRGINIA Df PARTMLNT OF TRANSPORTATION 233 t Ot_29 t0,.30 I 302 WENDY)S MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER Land Planners surveyors - STANDARD DETAILS / BUILDING F1OOR PAN 200 North Carlercn St, Set Revised 2/4/97 Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY VIRGINIA scale SHEET 11-A OF 11 IN -A A IN D Y S I H _B --it 1 I i 1/7 \� 11 H 0 D U CONSTRUCTION NOTES 1 The contractor shall furnish ail materials, labor and equipment and perform all work including restoration for the c.nyip°eied installation of the utility systems and all other improvements shown or implied as necessary for the r, ,mpreted facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with a..Iplicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. :'. Tire engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor sholl exercise care in this work so cis to avoid damage to any utilities. Any damage shall be the c:_--ntroctor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Coll "Miss Util,ty" 1-800- 257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be ver•ifie�d n the field by each contractor prior to beginning the work. The Engineer will approve cll cut sheets. -t Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to .hotten.tion of the Engineer and/or- the Owner. 5. Contractor to obtain, at his expense, all permits required of this work; and shall faithfully adhere to the permit ,-orditions imposed. 6. All orocing for improvements to be confined to the project area. Any work performed offsite is the Contractor's res >onsit,ility. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show e-� s:ing ;ground elevations at centerline of utility, structure or road, and offset hub elevation. I..Le1(a(jU QC,NTRO 1 A Lond Disturbance Permit will be required prior ia initiating any site work Thispermitit canbe obtained from the F-ederick County Public Works Department. 1 _. T..P niporar! and permanent erosion control structures and methods to be in accordance with the Virginia Frosion Contrc4 Guidelines and local ordinances and to be utilized during the construction period. Y .�. All erosion it I structures shown required continuously maintained e _ . 05 c i contra �t uctu es s o n or as r- ui ed d . in construction hall be cant nuou� iarnta n d q u g �t s y a r1:AJghaut the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grode. No area is to remain denuded for more than 7 colendor clays when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe —laying in the offected a-er. 4' v�construction h i r vi with 4 o'rs it �. All unpaved areas of the site which are disturbed by this shall I be provided ded topsoil, o , =ertilri:ed, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good Town quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 1 Burning of Iond clearing debris requires a permit from the Fire hoior!,hol. Burning of construction debris on site i� F rohibited 2.Access fcr emergency vehicles must be maintained at all times during construction. Temporary street signs rnus' be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hyd-ants Fire Hydrants are not to be obstructed at any time. L' F• � �__._IC� COUNTY hTY SANITATION AUTHORITY I W___ aand sewer lines are to be constructed in accordance with these plans and specifications and shall ri.' aJJ,ranclly meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this cgency and arrange for inspection by the Sanitation Authority as necessary. _'- Exact locations for sewer and water services to be directed by the, Frederick County Sanitation Authority In,>pe.a�r in the field. Contractor to provide assistance as the Inspector may require in this effort. sholl watertight C ., Temoorary termination of sewer line hall be plugged with a wat..rtlght plug. The ends of the laterals „hail be ter. rl ''l I 4•extending fr Iinches wl� i � treated 2x post from the u eighteen `18 v h p t plug g Oabove the ground. The top six (6) inche.3 of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed ;yuildi igs. as shown on the Architectural drawings. 4 - ht \ i f f r! 7e I-C,5� Is responsible slbl or the installation of water meters. Be o e a permanent me er '! p e p t Is set they will require: 1) the f-arne and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade o= the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) tilt c:omponents of the meter box, assembly to be in proper working order. It is the contractor's responsibility to have, the rreter bcx installed correctly- `.i. The Frederick County Sanitation Authority shall Install all water and sewer services that connect to existing lines. The locction of the tap and the termination point of the lateral ore to' be coordinated with the Authority's assistant engineer, 6The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and rnal e th! tap. The contractor must rnoke application for and pay the cost of this work. '. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. Nt _j�L 'P,RTIv1�N1, OF `TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Rocid and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plansthe most stringent shall govern 2.. All construction sholl comply with th latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rr Ies & Regulations. :I. When working on VDtJT right —,of —way, ail traffic control, whether permanent or temporary, shall be in accordance ,vith the current edition of V'DOT's work area protection manual. Furthermore, all traffic control flag•gers must be cer' ified in accordance with VDOT's January, 104 (or latest edition of) Road & Bridge Specifications, Section 104.04. C. 4. Design features relatin to construction or to regulation, control and safety of traffic may be subject to change cis deemed necessary by 1v OT. `>. Pricir to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right—of—way. 6. If required by the Local VDOT 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 VDOT prior to initiation of work. ? Controctor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined lencit.h of time. VDOT will also require 48 hours notice for any inspection. 3. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road — 'A a,, ttrough construction and maintenance of a construction entrance in accordance with the Vrgnio Erasion _ eJirmaq you trot Handbook, Sec 3.02. Furthermore, access to other properties affected by this project sholl be u•nolntoined through construction. '9. Cc,ntroctor shall ensure adequate drainage is achieved and maintained on the site during and at the end of ,construction. IdAll water and sewer lines within existing or pro posed 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 encountered during the course of construction shall be immediately brought to 'the attention of the engineer and VDOT. Work shall cease in that vicinity until adequate design canbe determined 12. All undercut areas and borrow material sholl be inspected and approved by VDOT Inspector prior to placement 'Wand fill. 11 All roadway fill, base, subsurface material and bockfril of utility/storm sewer trenches sholl be compacted in 6" Ilifts• to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of loptirnum moisture for the full width of any dedicated street right—of—way. At the direction of VDOT Inspector rdensit,v tests performed by a qualified. independent agency shall be conducted as required in the VDOT Rood and 49ridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. '14 V_OT 'Standard CID and UD underdrains sholl be installed where indicated on these plans and further where - (deterrnined necessary by VDOT Inspector. 115. The installation of any entrances and mailboxes within any, dedicated street right—of—way' shall meet VDOT rminirriunr, design standards and is the developer's responsibility, 116 If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street. rright •of ---way must be provided to the VDOT Inspector prior to acceptance of work. Unit and fatal prices' may be <obsrured 117. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be I41=,ts1 ed by the developer or, at VDOT's discretion, by VOOT on an account receivable basis. F7 I 71 _TY� 0 U N E D 1��'R I C'I r a \ J n ? ie r. I L Q 1 s ,II M1 7 >� t t ii 1 t r � � a r ti '1 1 � •a IN C �fF ` 9!. e•ypi 'v n - a x 6 } J _..1 -., �., �,,, ,' `�'-'t� ram—' , -� •Y ., � � �, �.,,. , ��r � '� � �,� � ,'t r • ' } �' s \ c a c 0 `"` 1... `-i � yr, ,i� }.� ' a ==.a•� ^' f f M1 dK a 4� , .4 V t ti a 4` q a s 9• t d 1I 3 i O. �q � Y. 'ik ! r flY �f i , l- A:dxi , �: gg Y 4 Hi."Y-i✓ Cj r' M r w ! rl b 6 r I,. - •y` . - A r C a 5 w 'a [i 'girl "fir` •• -� j r": l _ n h y p Vicinity Mall SCALE I"= 2000' JJUNE 6; .1.99 Gilbert VV. Cl.iffo'rcl &. A soC ,13 Inc, Enigineers - Lcind Planners Surveyors 150—C 01de Greeriwi-ch Dr. 200 Aorth Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-�115 (7;03) Q67-2139 1 INDEXHEET 1 COVER SHEET 2 3 SITE GEOMETRIC PLAN — SITE GRADING' PLAN- 4 OFF —SITE SEWER PLAN & PROFILE 5 1 OFF —SITE SEWER PLAN & PROFILE 6 PUMP STATION PLAIN 7 EROSION CONTROL & LANDSCAPE PLAN g - DRAINAGE PLAN 9 STANDARD DETAILS 1.0 STANDARD DETAILS 11 STANDARD DETAILS 11A. STANDARD; DETAILS / FLOOR PLAN d a ` < " 1 p1gyp rron�i"�� ,• i'r'Yt^, rr EXISTING GRADE ) E- PROPOSED GRADE PROPOSED PROPERTY LINES PROPOSED EASEMENT AREA PROPOSED SAN. SEWER & MANHOLE PROPOSED FORCE MAIN PROPOSED CURB & GUTTER PROPOSED ASPHALT AREA PROPOSED O OSED WA C NC. SIDEWALK 0 S DE LK WA ilk I I u ZONING ADMINISTRATOR DATE O WNRIER - FARMERS LIVESTOCK EXCHANGE P.O. BOX 2696 WINCHESTER, VIRGINIA 22604 (540) 667--1023 P1 H 0;, C,E, MADDOX, JR, C3 CERTIFICATE NO.. 7091 D REGISTERED PROFESSIONAL - ENGINEER _ BAUSERMAN OIL COMPANY 2609 PAPERMILL ROAD WINCHESTER, VIRGINIA 22601 (540) 662-4944 Job Nu.�ra ber• `� 0 04- --- 'Sheet Number—__ of "5004--COV. dwg" i 1 /2" SM-2A ASPHALT CONIC. .j 6" BM-2 ASPHALT CONIC. 8" 21-- B RAILROAD SPIKE IN POWER POLE T ~ N39047 ELEV.=809.73 t 25' R F 25' R 12' 24' 1� t 12' M-- - t 4' „ SAW CUT � 25' r 1 r rJr > 50 4. ......_ -. .._...,, w .. _....._ ...__.__.... M. _ 4 U N P O S TED SPEED [_ I M/ T ^`, 4 0' R /W � x. PAVEMENT i REGRADE Ex. MEDIAN w�) DITCH TO 4' BOTTOM 15` DRAINAGE ADDITIONAL RIGHT-- F-WAY TRAP & PROVIDE EC-2 _; , EASEMENT.- DEDICATION REQUIR D. �----- 30--- __.__.-_______..._.___._. / GRASS cov£R_ - 15' RADIUS �` J 98.37' 500 �. �� ®"n ',ems" a"4 .! "��"I.Irll�. ilk a�N .�• i ...... ..- -- 0' R 10' R N 19'45' E 191.00' S.00' 20' R 4fi'R �QC. - '-------�.•.-•,_,-81.79�._....______,_._.. 34`�� Q 20'R SECTION A —A WEST BOUND DECEL LANE 2.5'R 5 PERMANENT EASEMENT FOR (/- ` 9p INGRESS/EGRESS, SLOPE, DRAINAGE, '` & UTILITY PURPOSES. 2,5'R _ , TYPE, ._ _.. ... .t� 8c MEDIAN RELOCATION PAVEMENT. 4 SPACES 1 i I S 9'x2o I 60' f,i- 3 SPACES i ;� --- i 22 a 24' 9'k^?�' _ * SEE SHEET 11 FOR DETAIL OF RTE. 50 EAST BOUND TURN LANES. TYP I I I I { _ t 1 £X0� PAVEMENT t15'R � 50'1 Z SASPHALT OVERLAY �XSD , _ Ex. PAVEMENT TO REMAIN o I o W l�JD 5 C' t �� SMOOTH CUT 60, 1 1 2" SM-2A 'o " - . j 38.04• 2.5'R ` HG 2.5'R 50' 0 / I 1 1 /2 SM-2A 2 SM-2A 1 I . � 3" �-2 8" 21-A SPACES ` /' 1' 8" 21-8 , V Lk6 �%D { � `� S � A„� 6, 15'R t `'t e`^�' _ ` 'F `��*�Er`k�'� ,Fr �..,9..�.•.'.� ;q,��' '�af`4r .�, .. _ AMP 76' 10'Ri , R x 25' _ EXCAVATE~ AND PLAC �w OR, OLD 0� NEW PAVEMENT WHERE 2.5' 17 (JLD DOES NOT EXIST /' ` CLASS I CLASS II CLASS III PROPOSED ES _ �I t NEW PAVEMENT NEW PA'v'EMENT NEW PAVEMENT f ` > NDY'S � ,s� WITHIN RTE. 50 RIGHT-OF-WAY. WITHIN WARD AVE. RIGHT-OF-WAY PARKING LOT &ALL RESTAURANT Sc � , , t--""t 2 `, t �' , EASTBOUND RTL'S TO RECIEVE RTE. a.: 17 OTHERPAVEMENT AREAS 8C ? V 0 24 9' w�' CLASS ► PAVEMENT DESIGN IF 3,783 ADEQUATE BASE IS NOT 'INPLACE FF= 07. ,7 �2.5'R TO ACCOMODATE ANTICIPATED TRAFFIC, P lJ�" 3 SPACES 11��R . o� � � � � TYPICAL PAVEMENT DESIGN --s A )'r C SEE SHEET 4 f FOR OVERALL VIEW / , 1,y .A PG m 10`R 10 SPACES - m T_ CL PROJECT SUMMARY C. 15' DRAINAGE 25' S ~~ `; EASEMENT m ZONING: RURAL AREA (RA) M NO PROFFERS , C.U.P,II 11-95 ARON ENIAL FEATURES � �r 2.5'Ri 4= i0'R �' - CURRENT USE: AUTO SERVICE TION STEEP SLOPES: 0.00 ACRES 7.0 0-==`\\ t �� PROPOSED USE: MOBIL OIL/ VENIENCE CENTER .��tJs WOODLANDS: 0,00 ACRES 45' S LOT AREA: 1,0727 AC. (46 7 8 SOFT) 1' —10' 0' 2.5 R 1 i PACES , .` � � FLOOOPLAINS: 0.00 ACRES -----�2. � 2 SPACES \ 14' ' 't Q TAX ID NUMBER: 530-((3))-1 WETLANDS: 0.00 ACRES \ r MAGISTERIAL DISTRICT: BACK CREEK SINKHOLES: 0,00 ACRES 586', 20,()()* �0' � `� rv, - i �� TOTAL SITE DISTURBED AREA: 1,0727 AC. (46,728 SOFT) HISTORICAL,, 0.00 ACRES r yC x4 • _ SETBACKS: REQUIRED PROVIDED eG I 2.5'R a 20' _ _ /�.� � FRONT 60' 76,00' 133.47 __.__ - �-1 10. t tT1 c? ._.�.._ r '�� SIDE 50' 54.$6° 5R! �! �� REAR 50` 59.38' SOFT 15'R FLOOR AREA: 37$3 F 178.73 FAR ALLOWED: 1.0 FAR PROVIDED: - 0,080958 r. w .r r� r� �.." rr. .� "� �� .ter - �r•"r �► L. S 19'45' W 243:67' t 1,33' � � BUILDING HEIGHT ALLOWED, 35' SUiLDING HEIGHT: 23' l�' � PARKING SPACES: ,C #,Z(5#+wQo lw A_; "%5 C JT-9 A t JG . � i' I ► �D �u � REQUIRED 39 96 PROVIDED 4 D L�`T �ieM t 1'v C .S/�!'4 Ce S /QLc Q A s PE R Do T' o Fz�C� rJ ` 3 3 t S ~"! PARKING SURFACE AREA. 3Y,295 SOFT LANDSCAPING REQUIRED ( 5%): 1565 SOFT S ' 70 2D' SAN, SEWED & DRAINAGE EA�EMENT �� LANDSCAPING PROVIDED: (5.6%) 1760 SOFT PARKING LOT PERIMETER. 760' s; Z. TREES REQIRED (1 PER 40') . 19 TREES REQUIRED (1 PER 10 SPACES): 4 ` } TOTAL TREES REQUIRED: 23 ` s 7) TOTAL TREES PROVIDED: 23 CONDITIONAL USE PERMIT 11--95 APPROVED OCT, 25, 1995 GRAPHIC�+� m C.U.P. APPROVED WITH V.D.O.T. APPROVED ROAD ENTRANCE PLAN AS SHOWN LE WITH THE FOLLOWING CONDITIONS.... 20 c, ,c* 20 40 t \`r -SITE PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO ANY CONSTRUCTION -ANY CHANGE OF USE OR EXPANSION OF APPROVED FACILITY WILL REQUIRE A NEW CONDITIONAL USE PERMIT. NOW_��._ ___.__ _ 1 -WHEN PUBLIC WATER IS AVAILABLE TO THIS SITE. APPLICANT MUST INSURE ADEQUATE { IN FEET) � WATER SUPPLY FOR FIRE PROTECTION IS PROVIDED. THIS MAY INCLUDE INSTALLATION 1 OF A HYDRANT AT THE EXPENSE OF THE APPLICANT. r 1 inch 20 ft. t 1. <-THE SITE ENTRANCES SHALL BE CONSTRUCTED TO VDOT STANDARDS AS PRESENTED. f V ANY CHANGES TO PLAN AS PRESENTED SHALL NOT REQUIRE ADDITIONAL APPROVALS, ,tl REVISIONS >� _°C,' �� scale JOB NO./'DWG. NAME": .�004 _ P .dwg -WENDY'S MOBIL OIL ncr, data description _____ _ _. __ __�_ _ _._.___,_.___- ___-_. _ ____ ___. _ F �J CV � - 20 1 _.=1'"9�6 REVISED PIER AGENCY COMMENTS _ .�_ �SF �i��:.M I�A�rI•;: J�:�:�� , �.�97 �� j� ,, Cliff y� , �',M - ___..______ _ _0 �1l ert� W. ord and Assoc1at�.s, In�. < ZRTE. 50 WEST CONVENIENCE CENTERHE� tU 15f96 I REY15F[, PER FREDERICK CO,CCU. PLA_NNINi, DEFT. COMMENTS DSF CEV! �> , 3 li 18 96 REVISED PER V.D.O.T. COMMENTS DSF CEM DESIGNED BY: C.E.M. -- C.E. MADDOX, JR. �� . 2 _ CERTIFICATE NCI.- IT GEOMETRIC PLAN OF 4 1 28 '97 REVISED PER FREDERICK CO. PLANNING DEPT. COMMENTS DSf v CEM - -- -- --�-------- — — - �; 709I � SITE 5 , 06 97 REVISED PER OWNER COMMENTS � U5F i CEM DRAWN BY: � � �+' Engineers — Lc`lYld Planners -- SUI'�reYors _6: _ �. 3iL0/97 REVISED PROPOSED BUILDING AREA SF 20 I`�IGI^tI1 Caf�l � Jrl qq REGISTERED 150-C LD,I. e iireer-Iwlch Dr, 11. t rm pE?fiFESSIDNAL Fredericl�;sbur g Vlr Inio. 2,401t .. .__..____.__v._.______._ __._._____.____.___.._ __...�____.__._____.._.�_.__�..____._____._e_�..�_.__._. _�_.__._,_ .�_�._—_____ APPROVED BY: C� • �. �,�. EN�INEEI~� �. � c�,Win-�� e 'nc r, Vircinio c ct01 C 540> ? 2115 :540) 66 7 ---21 �� 1�REI]� RIC: CC�U�ITY, VIRGINI �� Mw TOP TUGA IIEST'AURANT IAJ i KA �tI�EEN' ticf-r r' RAILkOAfl-SPK1 ,IN POWER-POt1 SEE EET 4 DFJ{ #N39047 ELEV.=809.73 FOR PROFILE 1 TM 53B - 3 - .5 USE ECOMMERCIAL' CG-2 A SHOWN ZONING' ; RA �, ,._ SEE DETAIL SHEET 11 s �,� z _ -� Ex. Asphalt 1 i-_--- i �;r, r PtG�01 Entrance_- TYPE III GRATE I Mi4-805.20 I -1N-801.50 OUT-841.00 250'+ SIGHT DTAN O —,,---VA. SEC. R O U T E 1317 U�fii`S OFF PAV�h1EN1T OVERLAY '� � UNPOSTEt -SPEED LIMIT 40' R/"/ STRO' `_ MITRE END 15' DRAINAGE RELOCATE POWER' SOLE EASEMENT STR (DI-3B) 30' ,- INV-804.50 CG-12 __ _- _ - '� Riff=80S'1�0 17'_- G- INV=801.90 C- +� ka- - - V -' AC I VVN 19'45' E ..,..�.. 191. 0' - 1 f , t•, Lu ' i I 808 — EW--11A o0 0 ` Ln t t -0 0 t CK k g } 0 �a CULVERT #1 y p 9.44' , 15" RCP REALIGN CROSS OVER 1 1.06% i 7 REMOVE EX. CULVERT 804 -- --- C-7 54" EW-11A �--- , --� l OBSCURE EXISTING PAVEMENT -- --------- --- - SEEDING PER GENERAL NOTES. , ti i NfF H. GI -AY 0e;3 ?AN(_,L r ----- — ---- TW 53 A�.-.-- 1 LISE o 0) 0 00 QMNC a7 cap cm 3 F c; y F P c7 k :�1 t' SIGN t STR #3 SDI-7) 11- _---L' ,., G WA�i Rl�8(6 GRATE Z � z CG-6 INSIDE PARK G LOT � � 5' (PERMANENT EASEMENT FOR. ALA _ _., - - D ';A1 4 INGRESS/EGRESS, SLOPE, DRAINAGE. ,` r�7� INV-600.60a .) 1) & UTILITY PURPOSES. �..--�` `.. IN -801.7 15 _ _ A 0+00 I -- -=— �c n CONC., FLUME HGT 0'A�\ , - t `�� :, REMOSVE EX. CULVERT ' 4 SP CE 1 � =2 a � SEE DETAIL 9'x0' I OVERHEAD- ��\ ? `y 3 SPACES x CG-7 ALONG RTE: 5o SHEET 2 Vx20 CANOPY 808 = 6' FENCE I _ GROUND FU S AGE TANKS I _... 11 $ O 12 PR'QPOSED YARD 1 --- ,- •�-- -`-- , -- -- -- ('. -1 LIGHT (TYP) 0 X i Q �, ?� �V/ Z cn -UJ us z EX. BUILDINGS TO 0:,au'i a j BE REMOVED._ ` ` ` uj ON W SIGN 1 c`' VDOT ONEWAY SIGN C> Chi ` /� ■ > \ - G h _— G ; SPACES r C 804 j �? ■ I / - ; ` �s EX. GN TO10 M ` PIRLED WELL- o 1�BE MOVED ` y ' I ATION `' L70� C°R (� �` CG11 � 1 e� 1 I I \ e\ 3 i -12 C i 0 bj F ` HC SIGN o ` v 12' STR #2 (DI 1) �t 1_ 000 0,� g' RIM-804.00`. r ti—.J '�' R..� •� / co! DOOR , \ (' - • ► _ I, tf ( CONTRACTOR TO `DRILL 8 a0 `' r* IN 799.8 x TFEST VA CLASS A18 WELL o$ i IN $799.R0 �15") I DYJOI� OUT-799.30 , (SEE PERMIT WS 95-456) , 6 SPACES ' i PROPOSED � F(OR WATER UNE & WELL , (,b.��y: CtONSTRUCTIONS DETAILS - /" WENDY 3 t 1N 1 - r fi4 j SIEE MECK DRAWINGS RESTAURANT ;,�' STR # (DI ) x r ' FIOR BUILDING. ...} RIM-804.00 3,783 Sqft - �.« %""' ; OUT-709.90 V I`F= 807.50 & 'p 3 SPACES o. j �' I I ,� iOR ONE SECTION OF '•24' RCP A 1 t _ �. DOOP OLE FORCONNECTION-RELOCATE POWER 74 o j 10 SPACES �� OVE BOOTH J 30' � ... LLL TEL ONE SECTION OF RCP —o ° �— off-- LOCK CLOSED. C CONC PAD. $0'x18' - - DO.NOT ENTER 1 5 DRAIN' E jV>< I ) 'M- Se ONE WAY SIGN �x ' EAS N .RCP . - E EW ,24 -� t BY' V.D.O.T. DUMPSTER AREA 11 SPACES 2' SPACES 20' - _ 30' z1 i 1 S 19'45' W 243.67' 1 (ate rrner.s (_.i IV 6 s t 0 C k Excf1 _�1t !', '\jnc ` T M 5 3 --- ,A 3 USE : COMMERC1;4s-. r 0NINC : RA GRAPHIIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. w y MATCH EXISTING PAVEMENT & GRADE HERE a 14' t �• 1 1. —_ 804 �_--11 REMC�E EX. CURB C ,< M CS)` CGS v 12 I i j ; > SEWER STUB 0. Z - MANHOLE #2 ` RIM-604.00 1 OUT-797.10 0 M 70' - t �' SAN. SEWE ' *,DRAINAGE EA�EMENT � INGRESS/EGRESS EASEMENT -- t - -.t'ti ` M t i NOTE: FIRE HYDRANT TO BE PLACED WITHIN ` fit• � 300' OF STRUCTURE WHEN PUBLIC WATER IS AVAILABLE AS PER FREDERICK COUNTY FIRE MARSHALL EX. 10' OFFSET � (F.C. TO E.F� ) 0 sIJ 0 00 O _ - — I 00 0 f! i I CULVERT #3 56.39' - 36" RCP @ 0.71% N 0 z 0 0+ 00 r� i 0 �R 808 146 £i4 - 36" -- T PCP 0 0.887. M; 808 806 804 802 LAJ 800 EXISTING GRADE', PROPOSED GRADE l i G ASPHALT COATED 75.00' - 23"x14" CMPA 0.733go v o CULVERT 700 tl # II 1 I 8081 8061 8041 802 1 �j 800 0+00 0+ 71- 00 0 (0 0)w J X 00 O AOOVI II � II CULVERT #5 21.66' - 15" _ RCP 0 0.927. -.�-i----` i I � CULVERT #6 140.00' - 15" RCP ® 1, 86% o .0) o 00 00 00 II z � z z 0+ 00 1 +00 8081 8041 ' REVISIONS JOB NO./DWG. NAME: J�©O4-'SF''r?.(�WJp' .��` O �H F L� C> 7- C.E. MADDOX, JP z 0 CERTIFICATE NO. A 7091 REGISTERED PROFESSIONAL ENGINEER - � r� • {' y Gilbert. v 11 ford andAssociates, Inc . �, Engineers — Land Planners Surveyors 150-C Olde Greenwich Dr, 200 North Cameron St, FredericksbL,mg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540") 667-2139 WENDY'S rj MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER SITE GRADING PLAN FREDERICK COUNTY VIRGINIA scale _ 20, 1 - no- date descrip- � tion by cicd.- - DATE: DUNE 6, 1997 1 6 -16 j96 REVISED PER AGENCY COMMENTS DSF CEM SHEET 3 OF 11 2 _ 3 10j15f96 11 18 "96 i� REVISED PER FREDERICK CO. PLANNING [DEPT. COMMENTS REVISED PER V.G.O.T, COMMENTS DSF DSF CEM CEM DESIGNED BY: C.E.M. 4 ? 28 97 REVISED PER FREDERICK CO. PLANNING [DEPT. COMMENTS DSF CEM DRAWN BY: D.S.F. 5 6 06 97 REVISED PER OWNER COMMENTS � DSF CEM 6 07/10/971, REVISED PROPOSED BUILDING AREA _ DSF CEM �— APPROVED BY: C,E,M• -----�--- -- - - iLj NEW PAVEMENT PER SECTION "A —A" SHEET 2 OF 11 .__ 1 1 /2" OVERLAY`-0E--..---_ __ __ _ EX. PAVEMENT - __... _. 809 'JOB URN LANE _ i 7-HWESrERN PIKE Jras _ r y — 1q0 TAPER __--_.._.LQ.WERDITCH LINE BY V.D.O.T --- _.�--a. ✓ __. x10O' TAPER " — \ _ OUT=798.8 �i8 �9s'" _ 4 112 RCP ' y STR m5 M�N Al p Kpk; Lo>T M E END PR STR #4 � r r t GR I,DING AS NECES ARY -Off IN1='1_UENT DRAI AGE REPLACE CUB AS SHOWN / 1 ! STR — ,�h REQUIRED. / FOR DRAINAGE i fjj t' L 11t /R/R SPIKE IN POVaR PhL l _ i /or fr ASPHALT 0 AY CTO BE IN FlL7A) BIC 80C 790 )— Q N Z O d w w = i W m � � ~ W a i � I � I p I C--4 120.00' — 30" RCP ® 1-2.6% i i I O i O � C c r••j � O 00 C H z - -- z C I 0+00 11 +00 810 I- w Ld 2 (n LIJ W U) 300 790 K V.D.O.T. CULVERT "A" `�------_______ II STIR 1 '—V D.O.T. L;U L� VERT IN — na e BEGIN �_ . 97.8 OU a 800 r- 79 ti4 801 8020_ - am's I CROSStN -z7 G��` _. '-""'------.•_._._._.--._.�soi.5 !� �- ULTRASONIC FLOW METE:R�1T"^------...__-_,_ ter"""" -----••`1" - . '.` " sons SUPPORT REQUIRED FOR POLE j l __' 'V2 am jj _ ; r A� PAVEMENT REPL.. NT ' ,.--� •--��".•_--_... o,M Talk, ., \ v,..y r,-n--______ _ _...._.—„_-•-,..-,.._._....._.-......_._._...,._..., ....._...___ OPEN CUT CR SING \ / � 20' SEWER &DRAINAGE EASEMENT 2 -•F oC) - J N/F PAVEMENT REPLACEMENT— y �� 24' MANHOLI� .Z FARMER'S LIVESTOCK EXCHANGE OPEN CUT CROSSING `�� ZI RTE 37 S.B. / \'"� "^•� ON -RAMP MAN HOLEf#1- - 1-Alp RELEASE VALVE�� / • 50 x70' ACCESS ESMT. o 6 + C) ! / PROPOSED PUMP ST ON , j r � / N/F / ••`� / /s� "FORCE MAIN nx T�P=801.75 ANDERSON 4 IW7�TI. 950=790. s 7 I t t JAG( & BORED ROAD CROSSING n GRAPHIC SCALE ao 0 20 ao 80 160 Sys 800- IN FEET) !� 1 inch = 40 ft. 810 10 N O 2 O O OD �'n rr r O N n = a 0 EXISTING GRADE } I Q l_— BACKFILL —J - � --- --- — — --- — 1M TH 21- A PAVEMENT REPLACEMENT I BACK ILL — oo I OPEN CUT CROS NG WITH PAVEMENT R 1-A LACEMENT d t $" PVC GRAVITY SEWER OPEN CUT ROSSING . 4` FORCE/ MAIN I �► � (SDR-21) 551f 10"SWCC, .25' T 38' STRAIGHT IcLEVU_ _ _ JACK & BORED ROAD CROSSING BY VDOT ` METHODS. CONTRACT MUST OBTAIN VDOT APPROVAL. 34N8"PVC00.515% r? n u II G II Z0 z 27.5 ' 8" RVC 0 0 0 544% o Ol O 00 Q J W ON it i O a 00 c0 CO 00 Op (D GD Ql PO OD CD 0+00 1+00 2+00 3+00 4+ 00 5+00 6+00 810 (j) 800 790 CLASS I CLASS II CLASS III ❑ EX. PAVEMENT OVERLAY scale olvs _ scale c H cF. 1" = 40' JOB h'0. llWG• NAME: WENDY S I� MOIL OIL L - n':�. date .description - by ckd. i _6/18196 REVISED PER AGENCY COMMENTS -- dsf CEM DATE: JUKE 6 1997 �' _2 11/15�/9 REVISED PER V.D.O.T. COMMENTS dsf CEM I v_ G�, (-Tilber t W. Clifford and Associates, Inc. SHEET _ _ RTE. 50 WEST CONVENIENCE CENTER 4 _36!08j97 REVISED PER OWNER'S CIC�MMENTS dsf CEM DESIGNED BY. c,E,M, � C.E. MADDOX, JR, � a .CERTIFICATE NO, . _DRAWN BY: D F iD< Engineers — — Land Planners — --•--- Surveyors OFFSITE STORMDRAINAGE LAN OF, REGISTERED ERED PROFESSIONAL 150-C ❑lde Greenwich Dr, 200 North Comeron St. -- 1 1 — -- — — -- APPROVED BY: C.E.M. ENGINEER Fredericksburg, Virginia 22401 Winchester, Virglnick 22601 (540) 898-2115 (540) 667-2139 F REDERICK COUNTY, VIRGINIA r 1 LrJ w W w z ll_J T US RTE 50 ti NORTHWESTERN PIKE 4 2 p ad 8 s dot Pote i _,_, _ f deap 10+00 4., �� pA / 4 _+,...}.-In F-QR .4 N --N--..— --Z-�' stag —.-_..—. 1 — —.— _ -•. A77� ` — -- •• - — iy fd0 -- p— «� _ _ _ __— s —'— --- ^� - - mio all p11 p3Y dsxo 1-AIFRELEASE VAa, lid """" -_.. o'n x_ f 12+ --- • c_ _ -__ _.. __ „ v°t tiro, Box % w. ._.. _. _. _..._ .. _w .._ .._ 8tf.evr.m" —..- _ "_. -- ._ _ _ 00 x O CF. SEAIfi / sta.4 f A 1Sir 1 I, '�GLy yra _ -..__ l l,hi<' ikons. Pod ^ S r era as dlz d4 Abvttment ACK & BOREBF' A L + r - Sao ROAD CP,OSStNG eao.+ / ) Q ?` -AIR RELEASE VALVE mail�,__ Ranonle Sra�,m, ao�k x CeNY J O� was sca H.c;. Rarrap/ _ / 1 Irv,801,75 N F aae McDONALD'S CORP. FUTURE 9' / MIN. 10' OFFSET LANE WIDENING FROM END OF CULVERT Mel = Is00 GRAPHIC SCALE aII; C 20 40 80 ( IN FEET ) I inch = 40 ft. f f EXISTING RADE \ t 160 f �f f 1 1 "1 ----� — MIN. 36" COVER r r r 4 FORCE MAIN • r r 501f - 10" SWCC .25"Thk JACK & E30RED RCAD CROSSING BY VDOT METHODS 46 CONTRACTOR MUST OBTAIN VOOT APPROVAL r ea1.e 8127 asa2ge 8U40lAtAW-fie Hydrant'( Z40 Bolt can I*wp Elea=b?3.93 K. of PLACE: '�V.. bhp/ C OSSIN / w. r"(� ew. 7$;j0.?1 _i Inc fir' BACKFILL WITH 21-A PAVEMENT REPLACEMENT OPEN CUT CROSSING FM INV-804.25 )R CORE DRILL NEW INVE USE KOR--N-SEAL AD w 810 810 M) f F.0 S.A. STD. SEWERS REAM CROSSING W a I 551f - !a" SWJC .25'rnk JACK & BORED �a a --- —--` - � r) U Q ROAD CROSSING BY VDCT METHODS o Lj CD = Q CONTRACTOR MUST OBTAIN VOOT APPROVAL ; ui ; o a W m w ; O m _ O n I Gi w w to O Os r. r Q �r a a M n J W [Y p ao I h io 00 N d � O O a0 ro .b " b O o] 1 N O ro ao O 00 V O m O in co ro m o0 n O a0 k -------.--7+00 ----_-- -- -- 8+00 --- 9+00 - ----- 10+00 --- —! 11+00 -- 12+00 — -- 13+00---! - - 14+00 —-----.- 15+00 - _ no'- REVISIONS JOB NO./DWG. NAME: 5004 —�'R2. d w a H ©'Cscale P L �� f� Gilbert W C 1 i f f o d and Inc WENDY'S MOBIL OIL i _ date _ description — _ by ckd. -- -- DATE: JUNE 6, 1997 _ 1 12L18 95 REVISED PER F.C.S.A COMMENTS d3f CEM r1 3 96— REVISED TO MATCH NEW SHEET 4 dsf CEM O »Associates, . RTE. 50 WEST CONVENIENCE CENTER SHEET -- -- _ —_ 3 —_. 1_1/1 5 96 REVISED F'ER �.D.O.T COMMENTS dsf CEM DESIGNED BY: C.E.M. g C.E, MADDiJX, JR. 5 Ej'06 9, —_ REVISED F'ER OWNER'S COMMENTS dsf CEM — 4 _ --' � a CERTI �IO� TE NO. � OFF-SI I � SEWER PLAN A N OF ----- -- -- DRAWN BY: D.S.F. Engineers - Land Planners — ti — Surveyors ------ - — REGISTERED 150-C Olde Greenwich Dr, 200 North Cameron St, 11 -- -- — _ ---- — APPROVED BY: ru.E,M. PRENGINEEERA Fredericksburg, Virginia 22401 Winchester, Virginia 22601 - <540? 898-2115 (540) 667-2139 F REDERICK COUNTY, VIRGINIA L. 5,s-►00 RE:INFC C 0 N C, 8J DI0m. BL OCKOUT (-yp. of two requi-ed) 4" GALV. VENT- w,'SCREFNED i►/II.ISI-i,RO()M CAP In 6, 0" 7, 2 12" 2' 4" 0 C�J PL/41N 'VI L 11V 6' 0 LQj_U: 1. NEMA 3R DUPLEX CONTROL. PANEL SUPPLIED FOR ON -SITE INSTALLATION AND ELECTRICAL HOOK UP BY THE CONTRACTOR. NEMA 4 X JUNCTION BOX REQUIRED. 2. ALL CONTROLS TO BE INSTALLED IN NEMA 3R CONTROL ENCLOSURE. 3. WET WELL SHIPPED IN SECTIONS, HEAVIEST LIFT WEIGHING APPROXIMATELY 18,000 Ibs. VALVE VAULT SHIPPED IN ONE PIECE WEIGHING APPROXIMATELY 14,000 LBS. 4. 4' DUCTILE IRON PIPING AND CAST IRON FITTINGS REQUIRED 1N THE WET 'WELL WITH PLAIN END STUB OUTS 1 FT. OUTSIDE THE STRUCTURE. 5. EACH PUMP SHALL BE FURNISHED WITH A RUNNING TIME METER. MEASUREMENT TO BE IN HOUR.. 6. THERE I :SHALL BE NO ELECTRIC BOXES ON SPLICES INSIDE THE WETWE_L.L. '7. PUMP CONTROLS SHALL PROVIDE FOR AL"ERNATE P+JMP OPERATION. 8. PUMP LIFT HOIST TO BE HALLIDAY PRODUCTS MODEL # DTA24B WITH FLOOR MOUNTED S.S. SOCKET. 9. TWO PUMPS AS SPECIFIED TO BE MOUNTED IN THE WET WELL. A THIRD PUMP SHALL BE PROVIDED TO THE OWNER IN ITS SHIPPING CONTAINER. HALLIDAY S1 R-3030 4" GALV. VENT ACCESS HATCH-. -,w%SCREENEE, MUSHROOM CAP 12 . - r _... FTING CHAIN NOT SHOWN r >, 0 ALUMINUM .� ACCESS (_.ADDER 0 CL&W CHECK N ,,_VALVE 12' � GATE VALVE STEEL PIPE s SUPPORTS i PVC VAULT DRAIN LINE: WITH BACKWATER STOP PROVIDES FOR INSTALLATON BY CONTRACTOR Top of' stotiorl 801;'S Alva t 'Pttop l Exi �tng grade 901,00 All purip�, of f 792 ,75 Des _barge Inver 797 00 First pump on 794,25-1 Lowest invert 79`�00 wcond pup on 794.50 'Wet w0l sneer, t 790,b 1 Hign eater Arm 794.7 6" GRAVEL BASE , r ',:S)ET10N VIEW 11ty t-;al'E Model Rprr k-lor, BHP Vo'toge/phase requeed rlpeller Code UPF1 actuol IDH actual (ft) pump hoight (in) " LY jT (submersible) CF- 31c 7 175C 808V/30 484 k H. 200 59,84 L4, �P Z c X C.E. MADDOX, JR. z C] CERTEFICATE NJ. 0 7091 L � REGISTERED S� PRDFEaS1UNAL ErGrrw.ER _n- t,; Iced side of - meter Moir dsconn r-, it rreaker I Al;Sit'( — _.1 -light over current c p� protection "- _ rec:!Ftacle outo-order (inside enc(osure) -=-� gra�.nd per N,E.C, _ - telel;hone line c ,de ELECTRIX PALM F:lil alarm w,rirg 1 41 separ-ate canduit) tc genera for re'-eptaclE 0 corrtro !o 10 v alarm 0 1AMI high water ht and horn alar'nrontar.ts (with morml -� _�_.�_._.�_ onkff switch) OVERALL WIRING PW STATIM — - . NO iI (weI well) .Dump Yt 'alure AMS teleme terby pumps 12 failure dater .3 F4}ase power monitor dr�Co�ta[' is _0 I20v telephone I_____�.. �_♦hi n wot r (wet weltt) lc"Ov input line sAsor fear local I;ght and horn TCLEMETERM15i ALARM SEWER PIMP STAT' ON TYPICAL. WIRING DIAGRAMS Fig<tre 20 Cv 14A SUPERSEDES ISSUEQ 4/86 all 2 C •3127 FAMILY OF PERFORMANCE CURVES MMMMM MMW_..4MM== — Mao - ......... ...... I am an-0.000 0W.111111111 0 ..... 40 4 :30 x ta.. 20 A 100 200 FLOW GPM NOTE FAMILY PERFORMANCE CURVES - FOR PRESELECTION ONLY SEE INDIVIDUAL CURVES IN THIS SECTION FOR FINAL SELECTION weatherproof I#it elec tric mr2r soclet — wrierground power concrete-.__-_ 18' 4a. We --.- 6'x 5' pr' ssure - ,ro oted posts Gilbert, W. ('lifforld and Assc)eiates, Inc Engineers Land Planiaers Surveyors 15C -C Jlde Greenwich Dr,, 2OC North Came, -on St, Predericksbu-q '\/ rginia 2c'401 '+d ncheste,-, Virginic: 22601 (703) 69E-2115 (701) 667-,2139 1 -- ii 1e fixture 100 watt bps mounted on .Miltion arm c' above ant 1' in +runt of em_ I osur re:rthwl:.roof IN� vik:rotoni, horn ev,Losar? mounted' on post I 10' telel inter Irookr,p 3 .- Ito [rump . . site tion SEVER PIMP STATION CONTROL EWLOSK t Igor e 19 rump �totior, Ilesigr Plot( C Enclosure=onstructio-, 0 to r eet NINA 3R stam:k)rd,; b) 4'- 0' (w) N 4 -•0' (H; x I'-V !Dr c) 12 ga� ge r�a ivanl; allstr=el d) d�tvt rlorors wi :h: l f neavv duty hingc�ees ct heavy duty p-bi t latr�rrg Pechanisr •) heov; duty 14sp (4'or p:.cwfockl 0 dr p Shiel d f) aock panel (oi 12 gg.(lge stae(: to provide a PwI of VW cl-arence Tire follow items are to ba ramtE'r� 1 enclosurE' a) d:ruble throw '.rinYcr swit:-h b) cr:_Ut kweaker panel c) 1) v cutlet d) ACAS Dia-Log (atock er e) ,hone jack ti. I.ontrol,, to b? in the- own enclo:.xes urid vaunted iI panel enclosure. Inside IR v aatlet to be 'on separate circuit 5, Hverhetx tight to be on sEparatl ._ircuit and have o-Vcff Switch ns,de enclosure. Alarm liart and horn to move man:at on/off switch nsdE �iontrol enl:Wure, l,enera`or hook�p� shall be Russe+Isto.l c otal x no.. 334 P 8, Alarm tilt a4l horn r.ha.l ap Fed-ral Elects_ rode) 350w ;weaiherfx•r,f vlbra-xv N,rn wlir II in weatherpr, l' enclo%—e r. DES]('I f I-C'rS: Fas : Food R?staur an . No of Sea f. i - 50 Flow per any per spot - 80 cal Res':ouran- flow per day - SOW cal Servk e St, .&: Vehc.es s.-rvel )er 3n, - 00( Fla Ter Da-, per %E ick serveo - 10 cal Servit:e st::ior ftc:w per day MOW col Gravi-y Se-,jiu Au --a AlWior4l am droning tc pump station - 50 oc Flow per oa,, per r.cre served 1751) got Resdent4l flow per oay ,375M cal Sewerage =low per day to pump station - '065(16 cal Avero?e Flow to PAf e`.otion - 71% cplr Peal,. Ftcw to purp station 185 f actor = c 5 At 1,1,1, Din (n) = 41 F,N Velocr y (fps) = 4,72 Vet Vel Vcture R quir(d furl minute :off (ide ((utt:, = 25 Vet Vel. [iometer St) 6 1 Will ve 2R2rr (daft) Required Ir a king Dep ,h ;' t) = 0.87 Ag. - Y FLU 6VS; low water IEvel 7,2.75 Forl e Plain dischor,ue elol ation 309.00 Sto:P. Heat (ft) 152'i For'r E (Main diareter' (r) 4 Desi ji pane rate (gpn) 8` Length of force man (f tl 1185 Fittng ord other losse, ;Ft) ..35 Frr1 e main equvatent leriyth 0 t � 1321) Head Lois (ftiftift) 140 Tobil fric- on Iossts (f t) 37,21 Total Dyro-%:: Held Yt) 53A6 At iNtla I:coknc tie -Yon puro oft' to p,t,) on (urn) = 24 Tolai.. DyNimic Hears Determnaticn discharge - 309 N. Yin.":- 4 low water Inver 792,75 1:= 120 gpr, tatc Ileac fricGo' loss Fitting loss Del bend l)fi Velocity int - 10 (ft, (ft) (ft.) :fi) f0 (fps) 0 1625 0.0000 1711 ROM Ir .2'.i 0.K 10 1625 0.1671; 1711 0.0001 1E..4? 01�:_ 20 1625 0.6bi llu 0.001r- 16,86 0,51 30 1625 L29 17(1 U035 P,53 0,17 40 1625 2.1309 1711 0263 W.44 1,1Ic 5CI 16.25 32W) 17n 0.00% 19.56 1, '8 60 1625 4,6174 1711 0.0IV �0,88 153 70 1625 6.141i 170 0.0193 '2.41 1, fy 80 16.25 7.8621 P1 0.025? -14.14 204 9(1 1625 9.7762 1711 0.0319 26.01' 2 3i A 16.25 ' 1.8301 170 0.0394 917 2 55 110 1625 :4,17I 171) 0,047" 30,47 28'. l20 16?5 664`,8 170 0.0567 32.95 30(: 3 t625 9.:Ce IT 0,066 356? 33 140 1625 11350 1711 0,077' 38.47 3 57 150 16.25 '5,1530. 110 0.088a 41.49 38 160 16.25 C.'830 1711 0.1008 44.63 4 0" 170 1625 31.7067 1711 0,1138 48.07 4 3 18(! 1625 :1524;{l 11r1 0.1276 51.62 461 l8'., 1625 310756 110 0.1348 53,45 4 7,� 1% 1625 38,95(6 170 0.142c _J5,34 4 85 2(ki 1625 -22278 170 0.1516 59.24 511 210 16.25=6,87;I4 1711 0,173; S3.3) 536 22'1 16.25 `.d,0861 11(1 0.1906 t117.53 56" 2311 16:25 55.4647 170 0�'084 702 587 -ittdg Juantity E4 unit len,(ftr[4 le-. (ft) 90' EI 3 17 51 21? 112, It 6 c 54 "ranch tee 1 1?9 29 ° (neck valve 1 26 26 valve 2 c 4 Eciiiv leII of fittinc,; -164 use - 1.10 06/97 _REVISED PER OWNER'S COMMENTS._..__-_.___ daf�C nu t_�C_3tedescrip!ion—_.__.—_—__.._____ 11 Y� R- VASIONS `,'n. 1 1, L 11 DIE111L CTL PUMP t"E')TATIOTT b'; i ::kd Virgin, bra DRANING NO. `5C04- Pt.1:1_dw _I JUNE 6, _997 - c,HEET _ ...- ,, 11 TOR TOG A C_'l I r L [ f / _ r{ wi'ri']�_L I.y�V �f. lib fE f it L , � .ZONI,�4(1 RA � t"(7-nrrier� c7r EritlO!"e, I _ � I HOLLY HEDGE ' BURNING BUSH lio�7 .. ZEL.KOVa. �4 ''~ l + J \ y _ RELY` �utAP[ E 2) GOLI�TIP JUNIPER(4) ci JA ANFSE HOls - GE 6' FENCE \ ` I < _--B J9NING BUSF� : coo 141 SUGAR MA F LE 2) _ . �... «-r t. c& ,r J a d PRCIPOSED WELL I_..,., i 'y • J ;� .. (=� � L AT1ON � �> �_..... _�.. �, ,• ,�� ,��: �1, i.. I .^� )-. \ �\ • •'8 ,r- �GOLDTIP JUNIPER(4) ZELKO :=1 Iw -S I • f CJ.� ;: '•t \ \ '�-- C i J PANESE VAPLE a p ui, 1\ on �1 RNING Bd]SH(4 n cc F LUE PRINCESS i w HOC x IP 1 PR0\ADE CIP UN \}I IS SET. iz R'ED MAPLi (21 Q - - __ C) :t [) CONC. PAD (20':<18') �= '� / �``'`e.►. C'UMPSTER AREA - d \ JAPA�ESE OLLY PEED BU ING SUGAR MAPLE: (2) 1613C) DRAGON E PINE -.-- CRIMSON RBERRY(3) ' tY!v. = Aoi, :,�:7 gyp'` -4APANESE 4OLLY \\ BURNIN( F GOLDTIP JUNIPER(3) 1 1 rrr� e r s L i vE.,t (.)ck Ec on ce, in r . ti i3 1 u r" (�7 Ile, t USE : C'UWE ,�,?CbAl ?_0\1tptC : Wi I ' j rI NI.ET PROn,CTION RFCD —ROCK FILLED C'HEI\,CK DAM REQUIRED SHADE SHADE TREE (23 TOTAL) v (� O'I, ET PROTECTION �-------SF'___ _ —SIIM".P FENCE" CULVERT INIXRT PR(ITE 171ON NOTE: ALL AREAS OF DEVELOPMENT NOT USED FOR BUILDINGS, PAVEMENT, AND WALKWAYS SHALL CONTAIN A GROUND CCVER INCLUDING GRASS, TREES, FLOWERS, SHRUBS AND OTHER LANDSCAPE MATERIALS. THE ' AREAS WILL. BE_ MAINTAINED IN A HEALTHY CONDITION AS PER CONSTRUCTION EN1'TRANCIa FREDERICK COUNTY ZONING ORDINANCE. SIGHT DISTANCES TO BE _ - MAINTAINED AS REQUIRED BY VDO T FOR ALL TREES AND PLANTS. RF;VI SI(1IVS �. r Y 7 7 n da3 a des(•rriptton ).ay ck.d. - --- -- —_ _- -------.--. -- ---- _._ _—..— __'.FZIrVISG PER FREDERICK CO. _PLANNING EI?T�COMMENTS CE_fv9 DATE: JtJNE 6, 197 r 11 1+/96 FZf ViSED PEIR OWNERS COMMENTS - — -dsf-- dsf - CE:M --------_ 1 30 97 --'-f -'-- REVISED - - ---_ _ PER ------ OWNERS COMMENTS ----- - - ---- ---- ----- dsf CEM DESIGNED BY: C.E.M. •�. 1(}4 97 _REVISED PER ------- - - --- FREDERICK COJINT'r PLANNING DEPT. COMMENTS — - --- ------ ---- -------_-.__—_ -s-f dsf ._ CEM ------------ -------- --- � c_. q b� �E�I��ED _-'-7 I�—_-_---------_NEE''S PER OW COMMENTS dsf CEM DRAWN BY:D S. F ...... APPROVED By. C.E.M. 804 9 • HRUB AS NOTED. M1 AREA OF ADDITIONAL LANDSCAPING TO BE LANDSCAPED WITH A VARIE Y OF PLAN1 & FLOWER TYPES IN ADDITION TO PLANTS REQUIRED AS SHOWN & LISTED, Gilbert W. Clifford < z C,E, HADDOX, .JR, z 0 CERTIFICATE NO, -oqI Engineers --•--- - Land Manners REGISTERED I50-C Mc4p Greerlwich Dr, +,. PROFESSIONAL_ `r F ENGINEER I eder il.I-;s4ol.Arc, Vir gir)ia ''2'401 (540°I ` 8-211 N /F -f. (" - A Y L)E GRA tI E E. S T'. TA4 .3.3 -A - 63 11y , A CI?i, 1� F� t { (- C) t •1 rn SAN. SEWE� & JR QINAGE EA MENT + � ^ RFC,D 1 1 1 11 t` 1 t ,i . 1 ,I SILT FENCE CULVERT INLET PROTECTION ENORIALL - roc a rrt r ~�� ------ ---- ----- - - - - - - - - --- -------- -- TOE or ru ur rENC; OISTMICE IS R• YrA.'IUY 6 FLOW K TOWARo maAwe1CNT ILOW OPTIONAL STONE COMBINATION 1.1:1- I r FLOW " VDOTJ 7, t737 OR 0s COW TO 404j i SILT ►EO" RI HIGH VELOCITY Of ILOW IS SILT FENCE DROP INLET PROTECTION srr n�Er TWIT% GRATE IS' MAX rRAK II II icii AT COS7tRs PERSPECTIVE VIEWS sTAlee f A.R IC �t Illll ELEVATION OF STAKE AND FABRIC ORIENTATION DETAIL A $PECIrIC APPLICATION THIS METHOD Or INLiT PROTECTION IS APPUCABLE WHERE THE INIET DHA1NS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN Sb) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCELDING I C F S ) ARE TYPICAL THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLAWS. SUCH AS IN STkEET OR HIGHWAY MEDIANS PIPE OUTLET CONDITIONS A A IPE OU11CT TO FLAT REA WITH NO DEFINED HAMMEL d SECTION A -A FILTER CLOTH ay M 8--r. RE000MtNRW rag uenotE ►ERIMcrcR pip r To wvLL DEnNtD CHANNEL PLAN VIEW APRON,naut CLOTH m IN 6' _r 1111000MM911114311 EN NOTES I GRAVEL CURB INLET SEDIMENT FIL TER f/ ---------— - .a GRAVEL slLreR' Ir ft*#W WATER WMC MESH MIERED WATER . i I SED"NT •� CONCRETE OUTTER 12- CURB wL[T SPECIFIC APPUCATION THIS METHOD OF IMI.XT PROTECTION IS APPUCABLE AT CURB INLETS WHERE PONDING IN FRONT Or THE STRUCTURE IS NOT UXELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS • GRAVEL SHAD. BE VDOT 03. 0357 OR 5 COARSE AGGREGATE STONE CONSTRUCTION .ENTRANCE 711' loot EXIST" A IAVC . s:I ruTER aanl r Mw A CWT T�) EERN SIDE ELEVATION EXISTING (0IOUND 70' MIL T R Ir mm IS' NDX • Ir lot ►AVE7ICNT LvilOi ~� POSSTrvE Collins, . A,wTc .e"*AM I E TO ulmw► I TRA►/TIO xvKE • MUST EXTEND FULL MOM or "gees ANO EGREss p LA N VIEW OPERATION Ir rR. r INR. r rrw FILTER CLOTH SECTION A -A r-r RCINFORCSD CONCRETC DRAIN VACS SECTION B—B PLANT & 'WE SCHEDULE �' C u"rye A r 2 1 a QTY I-YPE / NAME REMARKS Q'I'y T'ME / NAME: REMARKS 4 RED MAPLE 2" CAL.. 6' -- 8 HGT.. 1'i GCLD11F J11JNIPER 18" 24" HGT. 4 SUGAR MAPLE 2" CAL..) 6' -• 8HGT. 48 BURNING HUSH 18" 24" HGT. _7 RED SPIRE PEAR 1"-2." CAL) 4' -- 6' HGT. 85 ,IAPANESE HOLLY 18" -- 24" HGT. J ZELKOUA 1R-2` CAL.) 4' - 6' HGT. 7 BLJE P'iiNCESS HCU_Y 15" -' 18" HGT. 1 JAPANESE MAPLE- 2' - 3' HGT. 3 CRIMSON BARBERRY 12" - 15' HGT. 1 DRAGON EYE. FINE. 2' -. 3' HG'T, WEIND'Y"S mi 01311_1 �.�11-1 1 „ __ 2.' rid As s V (_L.�. e_i Les , I1� (� . T:�. i `I 1 r j •y ,1 �y _1 1 _� �HEE`r _. ----- Surveyors 20J North �cLrrler(Jn St, Vrich ster, \✓irgmio 22601 540) �;67--21 ?)- ' 1 A k./ . r _J ry F RO'SION CONTROL & LANDSCAPE PLAN OF MEC)ER C� K i/ y , /' x807.5i [I QA CH A RQ_ _ I �` V / / hh Culvert "A" <I 109 24 RCP - - - - --ti Culvert "B11 Culy , --. , n I Li o a fi 24" RCP t �e o p by VDOT by VDOT 31 / _1 '--- ,A „A„ = 24 Ac. .� A x x828.5 •`�]'� ' I )\ of x x // � ' � �� i Parking Area % '16 c 825 DA "E" 5.2 Acres x BBB , `�.., f ,; ,'�,.,-,-,- 0 - �;.._`_ �;�,..-•:,,D A2 = 8Ac.-.... ; /� ... � `�� ,-' 82h � � j 'Q -.. `�,s ( _ ;��'� • �llf-,/1 ,�. ; % �f f af � a� f aas,�� _ x -1000, Ar 'if 54 Vj it X" silo arwo L... (5 / v Ar WL Z. r \� 8/4 5 10 PLAN VIEW N SCALE 1" = 200' DA "A" = 24 AC,. EH =840 EL - 803 E =37' L =1400' tc = 10 min. 110 5.5 in/hr Ceff = 0.35 Q10=0.35x5.5x24 = 46.2Q Use 36" 0 0.9% or 42"x27" RCPA DA "B" = 0.9 AC'. tc 10 min. 00=5.5in/hr Ceff = 0.35 Q10=0.35x5.5x0.9 1.7 Use 15" or equivalent DA "A1" = 16 AC. tc = 10 min. 00 = 5.5 in/hr Ceff = 0.35 Q10=0.35x5.5x16 = 30.80 Use 30" or 38"x24" RCPA DA " C" = 1.0 AC. tc = 5 min. 110 = 6.7 in/hr Ceff = 0.75 Q10= 0.75x6.7x1.0 5.0 Discharge at 2 points equal plan, or 2.5 cfs INLET COMPS Type I Q10 I Slot/Size/Tvne Str. 1 DI-3B 2.5 cfs 4' Slot Str. 2 DI-7 2.5 cfs Grate Str. 3 DI-7 2"5 cfs Grate - Type "B" Str. 4 DI-7 15.4 cfs Grate - Type III Str. 5 Mitre End 30.8 cfs - Str. 6 DI-3B 0.9 cfs 4' Slot Str. 7 1 Mitre End 0.9 cfs - RE', 4I0NS no. date - de>mcnption 1 5/24196 Revised per VDO'T comments 2 11/18/96 Revised per VDOIT comments 3 2/4197 1 Revised per Public Works Department I DA "A2" = 8 AC. tc = 10 min. 00 = 5.5 in/hr Ceff = 0.35 Q10=0.35x5.5x8 15.40 Use 24" or equivalent DA " D" = 2.6 AC. tc = 10 min. i10 = 5.5 in/hr Ceff = 0.5 Q10=0.5x5.5x2.6 7.15 DA "E" = 5.2 Acres ti = .10 min. i10 = 5.5 in/hr Ceff = .9 Q10 = (.9) (5.5) (5.2) = 25.7 cfs CULVERT DESIGN Culvert Design Size Type From Str # To I Str # Q10 Slope M Q-full C-1 15" RCP 1 2 1.0 1.06 5.7 C-2 3611 RCP 2 3 52.9 0.88 54.2 C-3 3611 RCP 3 4 46.2 0.71 48.7 C-4 3011 RCP 4 5 30.8 1.25 42.0 C-5 15" RCP 3 6 1.7 0.92 5.4 C-6 15" RCP 6 7 1.7 1.91 7.5 C-7 23" X 14" CMPA I E W-11 E W-11 7.15 0.73 11.0 by cka.NO./DWG. NAME: "5004 -SP1. d wg" - dsf CEMDATE. SEPT. 20, 1995 dsf CEM - dsf CEM DESIGN, 9Y: y(, DRAWN BY D.S.F. - APPROVED BY: C.E.M. rl o� x C.E. MADDO JR. z C3 CERTIFICAT`E NO. v 7091 A REGISTERED PRQFE S S IONi4L ENGINEER wit � . a. a •a"� Gilbert W. Clifford GRAPHIC SCALE 0 too 200 400 ( IN FEET ) 1 inch = 200 ft Qj v L EC- 2 1----Var --.44 Vor --J �')_TST..F'UCTION OF A SILT I',E'_1VC,E ' (WITHOUT WIRE S lIPPOR T - 1. SET THE STAKES. 2. EXCAVATF A S"X 4" TRENCH UPSLOVE ALONG THE LINE OF `;TAKES. 6'MAX. •�� FTTF 4.. 3. STAPLE FILTER -Mi-TERIAL 4. BACKFILL AND COMfJACT TO STAKES AIVD EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. -TTIII FLO W SHEET F'I,OW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOUIX) 13hr I'IC;:�iE;Ft THAN POINT B. Di) .A)..NAC1.: XY INSI'AI.LATION 12" Max 4 1 or flatter NO1l5 6" Max steeper than 4A Approximately 200 staples required per 4'x 225' roll. Anchor Slots, Junction Slots 9 Check Slots to be buried 6" to 12" Center row may be eliminated /when slope is less than 4.1 a variable Max 4 1 or flatter Max steeper than 4.1 -Edge and end ,oints to be overtopped 2"minimum. Junction Slot `- ramp Soil Firmly Junction Slot Check Slot Terminal Fold Lap Joint 2" Min Combine third row of staples from each strip in lop with alternate __1 9" Max spacing.---------�-�. I r- 3'-0" to 4' o" Max. 1 ' 1 Junction Slot Anchor Slot p2 Terminal Fold Tamp Soil Firmly pa / Max Spacing 6" Min �:- _t- c Check Spabf $l •- I to 2 100' slope or less - 50, sbpe steeper than 4% No II Min / ,i 6'�toB"Min' gage wire � Tamp Soil Firmly -- �,►-_. Var ---+I i• 1 Var H Staples formed PLAN VIEW ffr Nolmum length forso steel ire 8" stop N,o STAPLING DIAGRAM 6ast.6e minimum length for SOIL RETENTION MAT JUTE MESH other soil GENERAL NOTES Basis of payment to be Sal Yds of protective covering complete in place Protective Covering is Jute Mesh or Soil Retention Mot in accordance with the Specifications may be to be locoted as indicated on the plans in accordance with the dimensions specified on typical used at the option of the contractor section. Width of material may vary from min dimension by increments of 4 or 5 feet " T- Top'stoples or other manufacturers design approved by the Engineer may be substituted for the staples shown PROTECTIVE COVERING INSTX_' ATION CRITERIA SREFIERENCIE VIRGINIA DEPARTMENT 244 o/ 114.02 TRANSPORTATION and Associates, Inc. i Engineers - Land Planners 150-C ❑Lde Greenwich Dr. Fredericksburg, Virginia 22401 WENDY'S >, M'01311, OIL RTE. 5J WEST CONVENIENCE CENTER Surveyors DRAINAGE MAP 200 .North Car)eron St Set Revised 2/4/97 \, inchester, Virginia 22601 (540) 667-2139 FREDERICK Cr` VIRGINIA SHEET 8 OF 11 A •- %_UJni iFl V. tunne iner per pipe length. up ends Separation of carrier pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers SIZES REQUIRED CARRIER PIPE CASING PIPE WALL - DIA (') DIA, (') THICKNESS (') 4 14 ,250 6 16 .250 8 18 ,375 SECTION HIGHWAY' CROSSING manhole frame & cover ( if for water - lid labeled water ) water Metal sR or brad _ ; sewer SE 'IEi valve iT manhole r ball Val�re cone section . = corp, MIOp IT, P P) saddle wl`tt 16' bra)Ss nipple 1 4I`ip threads , I � R e .Sal 8'X 8'X 16' - solid block l ------ --i...... • 4 6` - A 4 standard e 1(3,=IIri,�;,i,I,il„=-�, stone bedding COMBINATION AIR RELEASE AND AIR VACUUM VALVE Figure El Manhole Frame & Cover (labeled sewer meter) _ l_rttaGarte eallssan tot tom, bard Bra ogle a bat.. O , f Gat• vafw a box rtnae bottom' ttndaerbed earth � sem• Deddirq TYPICAL- SECTION TFE WYE_ OR PLLIC In Iteu of wood hfrmeq the 1it°ng may be wrappe• with adwxam iwld excmwn pdyeth~*. end Ilse aonawe PMP*d 10 aambWWV mourqusd '' . 12'min. for 10• and smear pipe ,ht filling and sooner undisturbed mail. The battle dmarwdr •1j' - 1 B' n■n. far 12' IhN 20' pipe against undst rbed sat acid remewt es shown mite cleat below for A. B• C amareer7na. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS • a ---- pips Dla. Plugs, Wyss b Toes 11 1/4" and 22 1for Banos 46" and 90• Berlds - A 8 C A B C A 8 C 6• 1'-0' a-9• r-3' 0•-9• r•9• I l7 9• r3' 1 0'-ir r'4 r 8' V-3" 0'-W V-9' 0'-r 0'-9' ! 0'-W 1'-6" 0'-9' z-r 10• 1•$• U'-9" z3• 1'-D• V-9• i 1'-3' 1'-9- 01-V r4' 12" r-9- 1'-T 7-6• 1 3• t-0' 1'•e' 7-(r I 1'4r T-0' 14' 7.0' V-0" 7-0" V-r V-T V-4r TS 1'-0' 4'-T 16• z-3' r'-0" 7-e• V-W 1'-0• z-O' r-9" r'-(r C-r IS' z-0- r'3• 7.9" 1'-6" 1--3• 1 r-0• 3'-0" r-r 4'-9' 20' 7.9' 1' 6' 4' 0" 1'-9- 1' 6' ! z-0• _T T 1'$ s'-O' M d e 45 0 Cont 0((Panel tq be f�r nished wi�� ea er ancsrtherrlostatej and mounted in a weatherproof, lockable cabinet. It shall be mounted under the pump station control panel, Waterproof Penetration Manhole--� Cone Section 00 8'X 8'X 16' 30' Solid Block d Ui�raSO�iC �IO1Ly�,�to 0 if - COr1p�.1 Onic 45(� Fabrl cated .5pod Piece r Sewage Meter Pit (not to scQ(e) REVISIONS no. date description 1 12/18/95 REVISED PER F.C.S.A. COMMEINTS gov n fade a~ Mang& and n,,. ••�w 3'-a':. aS„ embedded n omcrom rYaat blacks FITTING SIZE Ron S17F NO. RODS F►ARFnuFNT 12• A LESS e 2 3? ...._;..e.a:?'s;. 14' - 2a• e 2 3r Comae �a �3 VERTICAL RFNnS �•' FrmNG VOLUME OF THRUST BLOCK IN CU. YD. ebm b.ddi ng i 11.1/4" -1 wo, it 1.3 it 1.1 2.3 THRUST BLOCKS FOR VERTICAL 10• i'8 3.7 12" 1.2 218 5.5 UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. 14' 0.5 1.7 3.9 7.6 is" 0.9 2.3 5.1 - 18" 1.4 3.2 6.3 20" 2.2 4.5 7.8 CONCRETE THRUST BLOCKING Figure 2 N �•p Pralffo°ls rfrk - CawfL~ Jaw Pe► Ihr C6.ft . - - - T -.. T - pq. ifs C1G I Par, wa►n Shy •1• Spam oo tea. I •S �t Bf3gs a IF" Y/ cmcrlW 8" concrete general biadcfal 24' carefully compacted backfill stone aggregate 1/2 O.D. :l 6" concrete CONCRETE CRADLE } - general backfill O.D. 8" Ir carefully Compacted 24" soled backfill O.D. �.O•; y 6- L concrete CONCRETE ENCASEMENT general backfill 8„ O.D - g- 1 24" caretupi compacted select b;'-cfdl 6 stone aggregate STANDARD repave to 1-1/2 tines saw pit t0 be made at original thickness - tune of replacement. r18 8� O.D. 0 entire trench t0 be _ compacted 21-A 6- V.D.O.T, PAVEMENT REPLACEMENT TRENCH & BEDDING Figure 1 f OW cur 0 two Class, to co 0 of rhos poll Or of oqw rnUrr rdlteta a run /rlpn CGrf4 it"'wore awfcoao it d'PC C �0�•1 �o�o e ■rfea I+6 [arrwe o va l Wn Vr ran Shf.wat cow/j' o 000 r Sla•walt Spas -. •, • 1 Q I Mom Par MsfOae _-- Cdrlfttfan Aan _ po• 4n C6 rt - rTPCAt KrERNA/E RAOpAt Etiee led FOR USE AI APPtXA9/F SIREE7 f DOWNECTgNS AND CiDrNEROAL afr clwswou,Lnrama CG-7 (lrpw Ifucl rid/k MI I 1 so RADIAL PLAN Car lVy fNTRM('E S. tap Slandad CC 13 $fr 2033JO A --�-t-4--�- Prd✓staae Jd � c�- - - - rho - t = i -6-a - -ConstructionJdn ._ lJ VON,.ileao� - o ,o o• SWOod✓t or • d' 1f oo, o, o, o, o \ SAaae o;� • o a'oo oo• o0 Tr X C bee in oett Conduit - =-.-7----- o'o�u: Skye 12d Yo.lnun to Control Unit, t A TANGENT PLAN �fl ISoIrE T RK VIEW Standard Stone Bedding •rwta. srel.CG-1 CG7 if NorEs T.I /s fir aYNtstue CwD r /Ipr a De loft A3 Car.Yre ! Sf Al h ecosrl I Its PI Islorl In D I - 3A - 3B - 3C I 14 to e• SmooMDowNtaoppn. 12 CC to be placed on all drool odloconI Galvanized prop cube b•"1 i Sheet 2 Of 2 DI- 3A- 3B- 3C toabuthng concratt to prevent aatilelnanl. on on agr.1 be•30 spot Lt}ta f. . boanctbledwiNif'-4'stua who Gaeeaie•d cor.tecbra welded ro Derr plsh - E.00non aia+ Joni E„p,ra Joey el 2' c-c -- r Bocw o_f Sidewdw---_---_-_-- _ s1 w'e•r •1 t---'`� T mom .Ala✓, of area r,an. al �avwNow :• TABLE OF QUANTITIES am C • - - - �•r'` • ®`'"'", ". ' AREA REINFORCING STEEL ........ To" - - - r i A TrK e L OF CON- ,•_r �) - ew.■,�t...rr« TYPE SLOT CRETE BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT � i •.��--�}--}} {{--;;•--}} •;}-}�•-}} {-}--} {{--{{-^•-}� �-}•-} t • a'-d • • r r • • • �'' •• °'i--- '- �-j•"� y}ROSE DETAILS Ft. Sp. Ft Cu. Yds. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft. Lbs. " it s. r aura A �• N Gwa ]� App,.."deaw DI - 3A 2'-6" 1.15 2.26 - - 1 5'-7" 3 3'-2" - - 6 1'-0' 22 11 II I/ersad aMrr r II 11 ere ° Ge, �,d ,a I r r w 1 r i` howl« s lri ae.eatty� A 4 1.83 2.59 5 1'-6" 2 6'-7�o6'HO 3 5 -T 3 3 -Z 4 I -6 3 1'-6 4 1'- ON 64 1eYj1 6' 2.75 3.02 5 S-6" 6-7'1oB= 3 5'-7" 3 3'-2` 4 V-6" 3 1'-6" 4 1'-0' I I I e Mel 11 eewareal" Y 60" awl o1 NM rnesrrml ewe, owl« to 1. be a•rtta L(as. dwrll PLANI win 8' - 3.67 3.46 5 5'-6" 10 7%1 3 5'-7" 3 T-224 4 V-6" 3 I'-6" 4 1'-0' 158 - - 0�" .nil opWy on.00 ly ro curb a curb andbe Wlhon, In which `gutter ppanston lobre �--• 00'1,Mom, � ' � sr• t 10' 4.58 3.90 5 7'-6" 14 7106' 3 5'-7' 3 3'-2" 4 7'-6' 3 1'- 6' 4 I'-Oe 204 -� '`• DI-3B 12' 5.50 4.34 5 9-6" 18 7'b6'-10' 3 5'-7• 3 3'-2" 4 9'-6" 3 I'-6" 4 1'-0" 251 r t t'---�'•�- `• 0'-� SECTION B-e 14' 6.42 4.78 5 11'-6" 22=7100-0' 3 5'-7" 3 3'-2" 4 11'-So 3 1'-6" 4 I'-0" 298 16' 7.33 5.22 5 IN-6 re 26 7'bG-V 3 V-7' 3 V-2" 4 IS-6' 3 1'-6' 4 i-O' 345 I ■ante e«.le flew sin 0 Aepr.•rA aWw 18' 8.25 5.66 5 15-6" 30 71o6'-0 3 V-70 3 V-2' 4 15'-6" 3 I'- 6' 4 1'-0" 3 9 1 woo•� r------------------------'---- ' 20 9.17 6.09 5 1i=6 34 �?100-10' 3 5-7 3 3-2 4 17-6 3 1'- 6" 4 1-0 438 ' I e„• r s.. t e t' era _ 1 , 6' 2.75 3.01 t0 1'- 9" 4 6 7?06'-l0" 5 5'-7" 3 3'- 2" 8 I'-9" 6 I'-6" 2 I'-0' 1 1 1 -- O 1 •' is 3, Diol■or•r la• Typo A MN Belo✓ snex M used a•.. ' } = _ _ -sww.. I rear Ir" waA CG-)etc - r stewards Y ' _ �• °Mae,w 1 1 ■ ■ • 1 ■ 1 ■ 1 • r FRONT ELEVATION Tpe a MN alai at.* be Wed wk. roN Note 8 3.67 3.45 10 2-9 8 6=7106' IO' S 5'- 7 3 3'-2 8 2-9 6 I - 6 2 I -0 158 t -J lowtw .I...a riM CO-2 a CG-6 standard. °' i p; �•�• �^ I Or 4.58 3.89 10 3'-9" 12 710 5 5'-7' 3 3'-24 8 3'-9" 6 1'-6- 2 I'-0" 205 * )`tioliwbr weeohar b be located ° - t ■ r r r ■ r w t ■ n • A n me event me anon 1 of the ourrNl ppe a Ixgn« anon Me bottom io dran eabbast mobne+ v"•e t 12 5.'SO 4.33 10 4'-9 16 Y1o6'_ 5 5 -T 3 3-2 8 4 -96 1 -62 I -O 252 of the shuchxt,the invest of the SkuClur• Nall be shaped with oonnrN . wool, Q.12 plesbc ward.•re a..Me +n•u"" DI - 3C -� --- - i ■ -�- s • r w 1 ■ 1 " c • v Notes slaiewd culls mrfa b µevent s -.N . photo" of .00 n the struchtrt. The cb", 1/4'n.sh .r y.t,onised swel r o' w "Now, 14 6.42 4.77 10 5-9 20 -a1oG 5 5'-?" 3 3-2 8_ _ 5 _9 6 1_6_ 2 1-0 298 ; rear W cm.nuc ad .nl, canna •• . -- bt.ch n wcadwe _11, IM Ootods •bourn m cost for -fort Shop" floe De intludee n er4 µx:e Ixd for If. seuc We. vine No 0.0) Incw, n.,wMr a moo �. ran ■0 0001. . -� i ■ • 1 ■ I standard Drewn" of-MB here.-,- be* fxMr to t•)---:-s'---1 •'Lf "•aT-' 16 7.33 5.21 10 6`-9" 24 a1Dt✓a-10 5 5'-T 3 9-2 8 6-9 6 1'-6 2 I-O 345 rho d vmo m. aM e.1erwHIM raw torn aM seeel It of 2 emu silo N sk-hoot •dam---1 7'-Sr r _ ---- 1 • • i • / it t ■ SECTION A -A 18 8.25 -5.65 10 7_9 2_8 -71o6-0 5 5-7 3 S- 2' 8 7 9 6 I -6 2 I -O 392 DI-3A DI-38 of=3c 20' 9.17 6 09 10 8'-9" 32-arD6a0' 5 5'-7" 3 3"-2" 8 8'-9' 6 1'-6' 2 1'-0` 439 T -_ t' 1 I'Arer. Pam A Denotes length of one (1) bar //�� i Notes All reinforcing bars to be No 5 N I i I i y� 1• All cost In place concrete to be Class A3 For acceptable alternate see Precast Standard Designs 1 1 ! - -' - ---- -- -� ek � ' • Concrete quantities shown are for depth (H)of 5- 2"without pipes. The amount displaced by pipes must F. Wa Ni saes -------- r« v. « 1►••w &am ..a" to be armmobicr be deducted to obtain true quantities. For inlets of different depths odd or subtract 032 cu a•w se•Wwd r filer a■ fowl ■ r r e%W" ■ occ.reww .r% yds of concrete for each ft:xit of difference In depth $ . it" M ISA TM Oval I rrnrrWy arts ON" as w.oriw. The'N"dbmeasian etwwn on Ili slandords and plans will at "w'•tivor " -•" "'••"'A "". """�•• No "" •""" Row IN` N aw. raw .NNirwN DETAIL WHEN USED Length of Angle Iron as shown on Sheet I IS to be L* 16"6 4.10 Ibs per ft meo.rad from are Inv.rf of me ovHal po to the ettoo food on Ina ADJACENT TO CURB dimensions are approeimote o for estimating posts of in• the actual titian "H' Lettish M eb1 IL3 •ie, n It Hy sieve M sR.wn m wilt. WITHOUT GUTTER rYf "pw DO SE. and tM aclWf Mmanebne WMw law '. w•e w N'-0• whom. eocw Nf m1.1 '. 1. N •eared r. •misr. moll at astrimntd Dy fM ctMlrot tOr /rpm held canainon. .1" treN•N cur we This fr•m try be statism « con m pate. Sheet I of 2 SPECIFICATION SPECIFICATION STA�DARD CURB DROP IN ET STANDARD CURB DROP INLET REFERENCE REFERENCE u rilr]C- AAA VIDAI Ile r1C-r-1T1-I rut - o ,�� 2 12 -30 PIPE MAXIMUM DEPTH (H) =8 302 VIRGINIA D PARTMENi CV TRANSPORTATION 104 10 Notes' "H"moy be reduced until 'Y'reaches a minimum of 4" where endwol Headwall to be beveled in all areas except where a conflict with EW-1,IA would protrude above shoulder line. In no case shall top of one, _, invert or wingwalls occur wall project above fill slope, ditch slope, or shoulder. Bevel edge is required on the headwall at the inlet end of the This item may be precast or cast In place. culvert I where the Now enters the culvert 1. All cast In place concrete to be Clan A3. For precast See Sheet I0102 This standard to be used with Strom* crossings and ill skews (0610160). Headwall at the outlet end of the culvert may be either square edge or bevel edge. -- ---- --.- L -- ---- - __�-11 -- I Shape to be boveted A� with mortar - 3/4' chamfer aloe• b. provided on ad exposed b i, • ` N = _ H D _- DO flat b•vN Invert FRONT ELEVATION -C --� Not•: On shallow rile, where tndwdh are 1' or less below shedder line, the END ELEVATION top of the erldwoil shall be Constructed parallel to the grade of the rood. a - 1.25' f / foot diam.tet b = 1' toed diarromber EW-1 EW-IA ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 15, 18" 21"or 24" 27br 3 33"or 36" B 1�-6' r d-It 0'_So r - w I -I Or-S" i ! -3r 0111" It- Cie �- e 1-9 I'-O" - - 2'-0" - r I-6r 40 2'-6" 3'-0' F 0'-6" O'-8" O'-8" 0'-9" 0=9' O'-9m H 2 -3" 4'-0" 0'-r 2'-11' _5=0' 0`2" 3'-2" 6'_O" 0'-2-1/2' 3` 9" _8L0_" 0'-3" 4'-3" tc-O' 0'-4• 4- 9" 12LOO 0'-4IIr L • b tr-illµ� 0%1 1/4' 0•-1br o'-r o -z T/r o -r CU. CONCRETE CIntR -- P 0.241 --- 0.257 -.4 0.492 0.697 1.319 2 067 2.947 0.521 0.739 - - 1.398 - -- 2.198 - - 3,145 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) r ■ -0" 23" x W 3Crx 19" 34"x 22" Wx 24" 42"x 27" 45"x 29" 4SN320 A 0^8" a- go 0=10" O'-II" 0=11" I'-0' f-0� B 1-2 1-5 I-6 IN 1LS 1=9" I'-10" I'-ll" 1=11 " C i-"'-r I-8 i- II r 2'-4 ! 2-r io 2-r r 5 ie-7r t 2-8r i r 2-9 0 i'-e 1'-7" I' -Id' V-C" 2'-3" 21-5- V-8" 2LIORI F e" O'-So O'-9" 0=9" O'-9' 0'-9" 0'-9" OL " H _O' 2=10" 3" 3'-7" 3L9" 4-0" 4'-2" 4=5" 1 4'-7* L 5` _3' I 7L 2" 2'-6"_ 8L_6" I 2'-10" o•-e' 9_2" 3'-2" 0'-4 10J2" 3'-6" 10'-1 IN 3!- 9" 112LIll 4'-1" 4'S" 0'-51/2* S _5'- I=11" _ a a-2 iir 0'-W 0141ir a-4 yr 0--5 1/2' b 0'-1 yr 0'-r 0'-2 1/2" 0'-21rr o'-3- 0'-3- 0'-3 1/r 0'-31/r CU. YDS. CONCRETE COnC 0 502 10655 12 36 1500 1811 1 2101 12 512 1 280, SREFERENTION STANDARD ENDWALL FOR PIPE CULVERTS REFERENCE 105.04 VIRGINIA DEPARTMENT 302 of TRANSPORTATION 101.01 2 - 5" 2" R M Itall __ 1 (" t • ;. . :a. .♦.. A • A. o • a .y , " _-" --- _ _ - _ The bottom of the curb and gutter may be constructed parallel to the slope of sub- surface courses provided o minimum depth of 7" is maintained ' Slaa.af Mora _- - rpu/r 1YM Y a aNactdW "aNrq scar%ce teal q Ire enl7re ridrn d floor rang wire lrw p /whoa rnr ps" (with OrAAer w"far frryh arNVa da IPJ slate orwoo of cost In piarst). rim awadaae w«Nip srwr to µo.lA a0 asa an d.pnf°a'greQ0/ Tt11f area may be concrete // of the option of the contractor--- - srii r-4' f/nfARagp er Stag o no.lmm i„figo• of IP✓ . Indowed s l Iece to b urnished i?� P'N r CG♦ elJX Ala•. . s- � � - limo sides of q/D foap to Ae piled woriWancay with ,crap for r q vtt W * J n✓,faat oa,,,ruHr, 7NN wins rew,/rad brf, nor C This curb sholl be used when design When combination mour1k1ble curb and gutter is ed endds, Flanged couplin adapters to r rarto r or /f pewsl,Adw r. sr Da powlaad rr plan« Dorf sa nlur aa,dNnnQp rrwad flaps pre Ile -31 In }YOGI after danwma a/ p•eilav rotrp rood'. Pr erwo rmcrete S RJl speeG is greater than 40 MPH on used, the Standard Entrance Gutters err Standard Rural 45 MPH in Connection for Street Intersections ore to have both be Cass A4. highways and the mountable curb configuration Incorporated provided at pipe connections SECTION A A fris /ram trq. to Rep,Irep law. hoe to x hop S . B W«ed l � ten« a cart mrq Dorn slaps d ire rap developed Urban and Suburban Standard Stone Bedding y" JI Or cnw In At" far. h1d dWh or r asp war. YlNneist ootcrare nova 1 !4'. areas. Curb rho tlyarcouNc Ceern When this standard is to be tied into existing •5 . r Igort . i7 c roe "III fb ldof -PO ore paid rr N R• Cr✓ilaw call pkes rho barrier Curb, the IrarlSiitOn i5 to be mate within Ai Msfodr Cansnivan Ca�lert Slaewre slid E.Ifrft.O apgrspare sldawat, tvtola(e In pbaa -SAsss ftJta•feeee .tb(f/ CwDio-vo and prow sape rromrnra der/«an to awD r« p/ we rrch.aN /n PWsr A 10'or the change in standards treOde at regular - - -- Ir cwD/CurO axe pirfr. openings ---�- - ---' r/M used In can/Wrrlon with SloviOura CC 7 r C61. /IN b face On ins StaWora /f • • - . .7 • •[ (J _ _ • ru be odlu spled to Mrcn ere ,Mr✓rbe currs cvrw /Iparlat Sf CI ION B ■ Aceessiae igre if dorirwd as o ctYrin.aerft ,Ito RIM-P4 Me to 10 I«ufN of shown on fro µea Or of d/r«'led by Ile I rltJiro.t. uno"I'ucled,000,1 ./lia aid slip rms/shin trey owe to pa µaldda a Inrsallau rn..•w on ona.wlN• rule Be wwin the rl N ilMrf d f.pos■d tppi @pole sld..af pan rmne,Ylny ill rlc>ivslsials MMw✓s d o "cry of a aQMq fwlry cfcssw o Cwp f"diesc of wneflw sld.wal Is a, Sorlrp, fsadb trip, ON, can Dd dwrom isse•eNarea and µrtoosed a nyre.IsYwd try mo r pit Oftset own piio" tun crw.,wats as shn h, on of lieW�rY Ave IOtnW slrrewou a slaewoa space /a /us rgsn T' ! ueO. 4' fa'srr wllA dialft Ipalrasaff. a as dti screw Al rr• Erylfrr.AnJ srvua fro 4 IxaM Dona .WW srq /trrf. --_-. _� - E.lrltp Nga press./Ire /►Mont. sty /raels.amc. r/M ass er/w lisaleatrnr. CURB RAMP - - - - -- -- - - -- ------ - - • �� s.,,. ky(ArNct l (PERSONS WITH M01311.11'r IMI "All?Mf NI S) ,,f p ?0109 I VIRGIA/A 0t rush/ em Mr Of I RANSPUNI MqA Rml sod 4 Y8 93 w• 201.04 JOB NO./DWG. NAME: r5004 -DET. d wg" 000 T H of by ckd. L P Note: Comb curb 8 gutter hoving a radius of 300'or less (along face of curb) sholl be paid for as radial combination curb 8 gutter COMBINATiO N 41' CURB & GUTTER VIRGINIA DEPARTMENT of TRANSPORTATION ISf CEM DATE: SEPT. 20, 1995 0� Gilbert We Clifford DESIGNED BY: C.E.M. C DOX, R. z C3 CERTIFICATE NO. v •D DRAWN BY: D.S.F. 7091 Engineers Land Planners REGISTERED 150-C ❑lde Greenwich Dr. PROFESSIONAL Fksburg/ Virginia 22401 APPROVED BY: C.E.M. ENGINEER (5recleric 40) 898-2115 This item may be precast or cost in place Concrete to be Class A3 if cost in place, PSI - 4000 if precast In B" evanl tt. unvert N the "fail pips �s WW than the boom Of the strut tun, the car visit of the structure shill be shopsd with a• meet Morrill, to prevent sttrldem Or I+anding of I ' water in the structur• r - A-4'-4*0e 3e-FlMl a- 3'-011 t---34"Pips I PLAN A4-10'N2"Ptpa) (COVER REMOVED) e-1-irle2'FP•) ® Slope are IQ bt provided 'His who 4-0 Or, greater. For step detotls see SI'd. ST-L -Commit (Fa erods see YSM 2N21 3• doe-grimtar wee hob won.. -.A ..-.A 12•sf2 plastic hadvrvs cloth " oft"meld a g0vvuied stew ti wire,minimm wire dio.003 silt... Ylch, re■nDar 4 lush hard- wars cloth anchored f" to ou wu of strucArai x a.. r ■ � ridih. SECTION CAST IN PLACE FOR USE WITH 12' TO 42' PIPES Class A-3 concrete to bs WN Masora" depth 00 so be Ir-1117. Pi"I2• 13' Ili 24' - JO" 36" 42" 7d 2-a1i z=s>E 3-I' >Tli s-Y r-•� toils ---- 1143 IJ3! lS3° - 1.731 - f 927 r" Cone.9a7 Weep Float PLAN (COVER 11EMOVE01 (as r agwrad)� ILill bob.-. - ------' ..._---- _ " e o+LM Itww b 1 - > i y For details of Precast DI-7 not shownhereonMe Precast Unit Assembly Diagram. page 103.01, Precast General Notes, page 103 02 and Applicable Precast Base• Riser and Top Details, pages 103.07 thru 103.12 DI-7.7A.7B r-^ CO*Vft c4m (For dshith nee stessl 2N2) ----- weep Hole e•r" tan required) RECOMMENDED MINIM HEIGHT CHART '. �_I___ N ONAEF1510N s. rocn.ernl oar raw NadWtbi.l d.ranlH NO 362 a pit 112==;pd err �'t 1/t• i•11• •DAD car rd. 14Z'WM Ralnforemg concrete tooting may be precast Co cast we place. Two PRECAST Idling hooks of fabricators design to be provi is in precast tooting. Of - 7 - No gwlar CENERAL NOTES I nerwomis shown are fa nlsls wdhmf pipes Piet 4lspwcorwa must N DI- -M - Single gutw when drop Intel Is on a grade. WAen smecffbd ern pia" iti nverl Is lob shown wcordonco with SiddeGx:led to ablonrue tratanlNrs a g DI-78 - Darbiutterwhen traprase s n o sag bstwoes, taro gods. IS ' Paved ttelis hob re be eardarlot rrd 1e mm qui"r as shown In sae. PGi. Safety Slabs ere to be provided at 8' minimum and 12' maximum The type of mlsi delertod Notation to be ealfiritcled will be of Ina opfbn N For details of cance* cover, edlor and prole, one method of pluprq approach vertical intervals end are to be spaced to as not to conflict wito the contractor glitter see sheel 2 of 2 openings for pipes as directed by the Erkgir»er. SPECIFICATION REFERENCE STANDARD MEDIAN DROP INLET 241 503 VIRGINIA DEPARTMENT OF TRANSPORTATION Shoat I of 2 1 104,22 09-6 ai • A .� �,'• I (' • • '• '• ♦ ♦ti .� fI A A. _ _ _ __ The bottom of thecurb and _ _ gult•r may be constructed I parallel to flit slope of sub- 6' T V-Or surface courses provided a minimum depth of 7" is This area may bt concrete molntaintd. of the option of the contracts This curb is to be used when design speed Is 40 MPH or less on Rural highways and 45 MPH or less in developed urban 8 suburban areas. Noe: Comb. curb 8 gutter rtaving o radtff of 300'or less (dwq face of curb) shall be paid for as radial combination curb 8 gutter This Item may be precast or cast in place Concrete to be Closs A3 if cost In place, 4000 PSI if precast. SPECIFICATION SPC(t ERENCEE COMBINATION 6" CURB & GUTTER REFERENCE REFEREN 105 105 VIRGINIA DEPARTMENT 502 502 of and Associates, Inc. TRANSPORTATION WENDY'S r--i MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER Surveyors STANDARD DETAILS =200 North Ca►neron St, Set Revised 2/4/97 Winchester, Virginia 22601 (540) 667-2139 F REDERICK COUNTY, VIRGINIA I 20103 SrH]f- SHEET 9 OF 11 .r...... ..• Imo.. ..r , - r✓' TC>P OF" G0� 4G- I'- 4'' 41.L #'4, i (1)' '4? ' gapAwes. to C r D94,'P GI�GLe. _ -� a L.IG.HT pvL.0 = _ rjHUV/N G1s7"�'I�N. 4k� t* PAGIhI�C.e'5•4 -9 P/-cool", . 4 I PO IE TO bG U45r.D W GJ II r r i- I I 1� I kJ F, � 5P/,\ i ., I tJ fan ►,� Q l p /2 N M CT� Ld I i . Q' L -a ,� 1 I 4 4NGr-100) FS J DPT Q GoNt�4! i ��er.p E.�.�GT. GtOP•dC�I,JIT V • f -' N FOPI, Lt�C,nT1pN p�- 14 log . .� .1��: ,� * •DL�PlS �7 F: La ON — � 40 G�. S F. Q.u4-%- L... iwY r-7 7 5 54 (q,)Y/-\Fz)DL.IGH �,�iz ELE�/A'j10 g L PL I T DETAIL. O 2 4 O IZP Pill ..., Ni✓7 '� C-�I * f ' /�'�� "�'✓f,. I �f,,,ilf� SIGN �rVCrlpf� F _ ; -, ,. i�iuG�l_ �I(. '"I7� S F ,..�•.k;Thti�IGvfN _E-/-Zj-„Il Ii-py v (� I 1 IF I P� \4 f-1G1..I-� 1 _!. /�► I s , J N •. t PIE?.�UPPD�T►F'YLI�D �`� 514�UN POL.L`. - -� •.a � triF�$. �` F�M�� Iry ,�,,t..p, �r�dCPDGP o IN FvUrQOAT On.j P1'SCI.61 ]1 u �/a.�C, P�,,,D►T �•D 'SG?• T!) ill XZ4X+250 r DY �I�itN MFGM�. �F4ZR►C,XMP UPR►04T ENTG�. EXIT, T ►�orJ-Sr�I►.ip, A.NGMo� bo�'f� Tt PIP,E,GTor�Y, G�RUU-t" 'FOUPk% 1 �/4" x 4'-d; 01QDE i; -' TMA,N K YOU, • Ci " L. C`.G. 4 p" �TA-T► O N 4 ►ti a E..P L.VF 7 FIN• ��G?� pRA,��.G-r I till �,�,,,� w ( •ry z t _Q 410IJQUIT '� J til4 O21"o.�.• , i•• _ '• • r 42"' LONG. tot - - Q �' • ' 9`9:i �,� �, .; Z•U Gi141M�T�.R I- DI/�.MG'i�.� on .. FOUti'L�..TIQN Fps c�•T•r�. H • 5t � 51C�N '>r +I PFO' VIPV t�04.RD ,F1)0-TJ hj c-, :T i � F_ I-_,•-t' i ti ,!Z.-r �. �. �, r Q GO►.!GP,"i G�.il"e.�, P'�, MG1Gu-1T: GR�/\T!`1' G► .� x,a 'FI SIGN >> B>> j,� Ri /��#/ I N Ca F. L�.�/,�Tl C7 N : /001 �, 'k- -j G E 777 N o'r - ro S C a. L. E REVISIONS JOB NO./DWG. NAME: "5004 -SP1. d wg" S H OF no. date description by ckd. P� DATE: SEPT. 20, 1995 �� r o DESIGNED BY: C.E.M. C. MADDO JR. a CERTIFICATE NO. • DRAWN BY: D.S.F. t, 7091 a REGISTERED PROFESSIONAL APPROVED BY: C.E.M. ENGINEER FOOT I Q r--, SeaE a>�TA► L_ 7/, 4• �R FdU rdp. YAJ2� 2w_o t4 _.i Mod 4 T•1►4 ., Pnc Ida E a + f"i16+4 PIKE I Y,aiiJM PS) F XTUK,- 4-Ii4AL•L. e4- AiMEp To 1 Ll-U M 1 N ATE a.PG. 4 METAL NA" PE (M N) F I) TUf4i ,) ?'p j LL_LJr'1I r4A.-rr-_ "�A1E � 1XIVES ki I TN N p �i ILL 6-gE c.#J A,).1A.c.k-�r1T PfccPERTIE`� - T«4 K, kIoKK -lA LL OC 7-«-4 E• RF_S1 t�I L.. TY ::,-F 7HtF_ I �.,T- 0. LL- 1 t4 q C Ori "�P�G-Tf T H 1 5 TO EC DONE AT N 1C;HT. __L VEAFY LY.,OT I�Au�E �c7"� uJITN S►TE FLAr4. OT To 5�LE r 1,1C.,TE: S 1 f4N r A5 e 50 OV10,4 1- f v4_ MDPE, 01 i 512E f, -5e 5� t-u- L 5e- v Z-9 I F I ii .D- \v/ �� IinE I 1 o LO t 0! tic o L' z" it 3'- I 'wD fa) I V C THP1u 15efasVIGe. QC' �? 1 GI N IF I GP5/ap1�1 11 S4 4n-�h SIGN Qq �4 PRIME o + o Gilbert W. Clifford Engineers 150-C 01,de Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2I15••a.. SDR 35 spigot SDR 35 spigot by Vby gasketed SDR 21 92*9ed bek 45° bend bell rm� i adapter iocaw Poo -1 L. 7 T Minimum j• I �- SCH 40 (it I solvent -SDR 35 8"x 4' .__SDR 21 gasketed weld cap t gasketed bell g wye pipe and fittings Ixopedy fine I R 18' I 36- min. cover 4" with ed green fi GRAVITY SEWER SERVICE LATERAL 1. .Fit t=• Figure 15 W►,.a V2 lo. . d a ' A ' �A NJ 0Ja W a 4fzA\,/F.L F TILE I n J N I V,EAR OF 5LD� ti'C.`LIC FILL@D TE6t_ PIF'iE - 41 11.14151.3vg CaiZOJrVJ. t3�oNLST�s 1�-i��sG,o and Associates, Inc. Land Planners top of manhole at grade in pavement areas unless otherwise direcud 1' 8" top shall be set 18- min, above grade in easement areas sgwre and pad A' thick - _contractor to grout manhole cover in place 4 bolts (3/4' dia ) adjustment rings (11max) concrete ASTMC 150 jt2• or 16' (typ ) 4000 psi pioneer 301 mastic applied between pints and on exterior side of pints joints are to be sealed with "O• ring gasket variable 4'• ' ID. —pipe to manhole connection to be by flexible sleeve [7 invert channel to provides 3'-0" min smooth transition in to out, 4'-0• max for all connexions Z.0- max. grout bottom of manhole f: ;,s:r._t: , top oWnch-wall same elev as to form channel ; •;.,.+,.:;•,, ::1`:+„ top of pipe ;...�...�.....�., .,.,...,.,.�...� ,.,.,.,.,.,.,:,:,:,:,.,.ti 6' bedding stone----a.� +.f.+.r.+.+.r. {•+.+.+.n+•+ ; +L:ti3•+.+.+.+y.+.+.+.r.+•+.+., NOTES 1 Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation 2. H adjustment elevation exceeds two inct—s use concrete adjustment rings with a exterior coating of bitumasuc water proofing 3 Final slope adjustment of manhole frame may be by shims and non -shrink grout 4 Skid pad to be placed around manholes located in shoulders of roads 5 Flat top casting shall be used on shallow manhole (6 It or less) installations sanitary - sewer main STANDARD MANHOLE Figure 12 R_ cast iron cleanout cap with brass plug having a countersunk square head I Panella Model PA4SV-CSK (47 finished tirade Panella Model PA6SV-CSK (6") i cleanout pipe - Wye -SDR 21 45° bend 6" stone bedding square concrete skid pad 20"x 20"x 12" deep aggregate base ( depth 3" ) NOTE Where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line. SEWER CLEANOUT Figure 17 i WENDY'$ MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER CTONf10Rf1 f1F All C Surveyors 200 North Cameron St, Set Revised 2/4/97 Winchester, Virginia 22601 (540) 667-2139 IFREDERICK COUNTY, VIRGINIA scale 1" = 20' SHEET 10 OF 1 1 1 " 4'x 4' WOOD RAIL 1% 8" ROUGH SAWN BOARDS 8' 4' LONG, I SLOPE FOR DRAINAGE ED W/1- OVERLAP Y 6% Ir (TREATED)WOOD POST � ! S)' PO DIA BOLTS TYPIG4': C WOOD RAIL— C CONCRETE SLAB W/ W �; p NNE WIDSH (SEA CONCRETE SLAB AGAINST ORFASE ABSORPTION) r� VDOT CG-6 12 Ow EXPAN9ON JOINT AT CONCRETE FOOTING EACH POST FOOTING (TYPICAL OF 4) SECTION A O (2) 6' ATE -- 1 lr 6 FILLED POST PLAN VIEW ON !\ ,o7,; ONJENSKONS MAY vERtr FOR SOLE CONNECTION. Z, I +o� 5 8' STABLE �TYPIGL 4T- T SNARE — STM TUBING I 1/2' SOUARE STEEL TUBING SHOP WELD ALL JOINTS DRILL HOLES IN CON(tETE TO LOCK GATES IN OPEN AND CLOSED POSITIONS b (2) 24' LONG 3/8' RODS GRADE cRAOE I (GONG. APRON) — CONCRETE — — FOOTMG 4NG WITH lr 8 ROUGH SAWN BLVRD V-' LOW 3/ffSP— IBETWEEN BOARDS FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL J m W 0 J U z� 14' JI o N- U 1 � I EX. PAVEMENT 1 /4" 1' MIN. `_— (WHERE PAVEMENT DOES EXIST) (WHERE PAVEMENT DOES NOT EXIST) ADD 1 1/2" SM-2A ASPHALT CONIC. 1 1/2" SM-2A ASPHALT CONC. TO EX. PAVEMENT 6" BM-2 ASPHALT CONC. 8" 21-B EAST BOUND DECEL LANE TYPICAL PAVEMENT SECTION ]REVISIONS no, date description 1 12 18 95 REVISED PER F.C.S.A. COMMENTS 2 11/18/96 REVISED PER FREDERICK CO. PLANNING COMMENT CG-2 4., 4 ip 4. Concrete to be Class A3 if .e . e cost in place,4000 PSI if A .. a precast. n Surface fD A , .e G 0 Base . a o p. This dam moy be precast or cost in place. ° A Subbase 2� Roaus — R This curb Is to be used when design speed I is 40 MPH or less on Rural highways and Note: Curb having a radius of 300 ft. ar kss Surfocu 45 MPH or less In developed urban and (along face of curb)will be paid for as radial I M • �' m} n '► • ° suburban areas curb - The depth of curb may be reduced as much as 3" Boss (15"depth)or increased as much as 3"(21"depth) a -- "• in order that the bottom of curb will coincide Subbosa m with the lop of a course of the paveent substructure Otherwise the depth is to be IB" as 6 — 12" shown No adjustment in the price bid is to be made for a decrease or on increase indepth ACCEPTABLE ALTERNATE IF CURB IS EXTRUDED SPECIFICATION STANDARD 6" CURB REFERENCE VIRGINIA DEPARTMENT 105 `i02 of TRANSPORTATION 201.01 JOB NO./DWG. NAME: 5004-DET.dwg' by ckd. — dsf CEM DATE: SEPT. 20, 1995 dsf CEM -- DESIGNED BY: C.E.M. DRAWN BY: D.S.F. - — APPROVED BY: C.E.M. P F C.E. MADDOX, OR. Z D CERTIFICATE NO, • . v 7091 a REGISTERED PROFESSIONAL ENGINEER_ f --_ `' 0 E. 2'R l� r �1.40, O o` wDk 2'R ,1 0.82 YAMTAN PANKM LOT SLIWACE ` 0.45', O NWAE SO PNOPom "W 1' S M. DI-7 Ns / IM=W5.20 z IN-801.50 Ali T- 801.00 / db / STIR 06 i r ? : r-. v -A 1 CG-2 PLACEMENT DETAIL SCALE 1 "=15' Gilbert W. Clifford Engineers 150-C ❑lde Greenwich Dr. Fredericksburg, Virginia 22401 (540) 898-2115 Land Planners EXISTING ELEV.= .eo5.e7-V PROPOSED ELEV.= +aD�90--f^- 8'-lT Max. I" ." r1_ _1 ? .. I" I r Post Fill Post Hole with 1 Part Dry Concrete Mix and i Part Excavated Sal. Thoroughly Tamp Concrete Mix and Soil to Eliminate Voids. POST SET DETAIL SCREEN FENCE DETAIL Scale : i' = 2' WENDY'S r,,j MOBIL OIL end Associates, Inc. RTE. 50 WEST CONVENIENCE CENTER Surveyors STANDARD DETAILS 200 North Cameron St. Set Revised 2/4/97 Winchester, Virginia 22601 (540), 667-2139 FREDERICK COUNTY, VIRGINIA scale SHEET 1I OF 11 -- G1-4A 48 4C �od*V*N�MaMe asolaN Lat•1{•4 -......._._� _-..__. •. ••rwll N .sell• F oois colds 71j'M be a Ce•a W !re 1C.2 er°Tialaetelel x♦ die attaar Caave"rr•4 EsrotstatJWl- ", 'MMMfe rla E "momdoieh •'sell firs e _ �,...��,,q•y��rra Otf $.y0"glk� 11 r_ n _ eed-fnr�wr Owiie Y.e•r7t cc4rerar-«ww�% ' T en 1 0, C N ••le1N•et4.er.N t• r•l•.e •ae4l.•wt (-^/) t i 211j l �-arse o a."w• " N f f N ,�1e t , �1,}�1( .L jai r { ./.•n Type • TV. �� e }TtT�_1Ty2yTILL�<wuare. L _ _ 1 y(f NasE DETAILS I I r f a... A .•Ye of 0a0 r. s^. I r A....O Eut4. Clod Casrel JrYe wtHt Gat• r01" A.Lx---^ f 'r [4ps�we'.. 11 MSN /a a•warwtN M W~ C"H or .01% W.Wei C•t"s, ea/r 1. re see "Met Is" mail --. s'_ °"`+-...� PLAN { NAM la'115. ®NaNTMs MN rleT be ew lftl•n,N wINM CON Nt• OaPOnM011 leetu i'O"-i^•-Y.�' iJ1 off doi it, sell so wee or cure and eeHsl i--- r- Ir ----+ {♦(sow a.ew seer SECTION B-B - L - Iee.N•N -IeY to ------- at•• A To. a - rY ""••• alit e1 aen C O N If aMn ,tee be .oed aii -. c0.2 a CO -a •IIw � t-r----------------��--� -- lose... •' _, d . e+l °"• o 1' d.a"4Nse 16 be listless aIi C SN•' ' 1.• " to.er•t. e.2MY r.ar.a ewe t• L - - _ !"aee•r ..ln 1j.12 101641K ew.wre ---- l•e. eN• s"4 tN! 1/4'co1.0 or eehsele•e et•a FRONT ELEVATION ze- abth rift•, Iimy is 1as t Close film~ la.i.se) ..tarts o1 ureaM• a• . t t !•s.rre .+ra .rr Y aMM« .li NKr.a. er..l M r[wbK. di n. , e r e•I.al •t4rlrr - aru.•s• IL•.•q el-w. I I s4W ..• 4 Y .. ". ".-e so -rW '-wo, r.. n .. t - _ _ �J tAea N J.iN a-• r•m.wl �A•r 4 F.Nn� eoWw• ur Mb.p el br- w Its •r vilva d 4 .-a•r tea' � ( M _... ... h. st•. ea-N - - ,.. eta sT-t DI-4A a -all 01-4 SECTION A -A j _ t y 0 I • w N• . .ells Ir W e. rode+ 0.0 MOM is w arno"leisel 1�e IY«1N M •lei No rti . i Y Melee - ...10- .all 1Slowed ow tali ni'" .1 ill.*" A ON" so oeerN. Tie "N'slatpsN" Eeeee fM Its 1lafoaeNa rpa �Kf ttN M M Iseee silo W 'ood l.a i r 0.04 • • Y riisreed - si come lee N. ♦ sY lose -.Oft% DETAIL WHEN USED .lsose N aed insert ei n.Mt of nle 0."001 ripMe ore of Me Weraens. Plea'H' ILseM• of 00 iLl . 0, i e.l•T s•ss, be Mow 4.810111 ADJACENT TO CMfle O, sent are awo-meop wrri xf for asters0 pwilosi s end "W ectuol dlelaeewn, se ll. ane"Nr M oneea w •ea 4 sls• WITHOUT OUT T 94 1"I be dewed bl, rile cwtroctof feel" 1410 co"46 n•• Sheet 1 of 2 SPECIFICATION •�`- � �� Radial combination curb and gutter ' � 1 't Radius to be as 9 � I till 1 shown on plans Street approach same I ° surfacing as main Ion* I r 6" roadway 1 Its • a--, ., • - Expansion Joint to f'� " 1 I is .. w � v -_ Main Ism roadway "B" !A Note Width 2'-O" or as a shown on typical section. • c HALF PLAN ELECrRlCAL PANELS - I- 4A, 48- 4C TABLE OF QUANTITIES L AREA OF CON- REINFORCING STEEL TYPE SLOT CRETE _ - BARS A BARS B BARS C BARS D BARS E BARS_F BARS G BARS H IGH1_ Ft. SQFt Cu Ws No Lin. Ft. • Nb Lin. Ft. a No Lin. Ft * No Lin. Ft. * No. Lin. Ft. * No. Lin Ft. * No. Lin. Ft* No. Lin. Ft. a _ Lbs- DI-4A 4' 1.83 4.65 5 4-8' - 6 7'-6` 2 4-8' - - 11 1'-0' 4 2'-So 104 6' 215 '_5 0T 5 6'-8' 3-7ioiYKf _ 8 '6"_ 2_ 4- 2'- 00 1'- 6" 9 1'-0" 4 2i-8e 162 8' 3:67 5.51 5 8'-B° 7 T"bfr 8 _4*-W._ -4!- 0" -3 3 I'-6' 9 1'- 0" 4 209 7'-6" 2 4 5.96 5 10'-8�- 1 1 7"toi5 - -7i-6_ 2_ _4'-8" 4-8" 10= 4.58 4 -_ 3 I -6 9 1'- Ole 4 _2'-Be 2'- B 256 DI-48 12' S.50 6.40 5 12'-8` 15 7�to� 8 T-6' 2 4'-8' 4 3 I"-6 - 9 1'-0" 4 2 -So 302 14' 6.42 6.85 -f30 5 14-a' 19 ito6-10 8 7'-6' 2 4'-So 4 _8'-0' 10'-0" 3 1'-6" 9 1'-0' 4 2'-8' 349 16' 7.33 5 16'-8' 23 7'to5q` 8 7'-6' 2 4'-So 4 12'-0" 3 1'-6' 9 I'-0' 4 2'-8` 396 18' .. 8.25 7.74 -.9._.- 5 le -El" 27 'rro6�0' 8 7'-6 2 4'-8" 4 14'-0' 3 I'-6" 9 1'-0" 4 2'-8" 443 20' 9. i l 8 19 5 20'- 8' 31 TtoG +Or 8 T- 6" 2 4'- 8' 4 i 6'- fl" 3 ._.,.._._.-- 1 6 9 1'- O' 4 2' - 8" 4 8 9 8' 3.67 548 5 8 8" 6 1`ro6a" 10 T-6" 8 2'-0" 6 1'-6' 7 1'-0" 4 2'-8" 220 10' 10'-a" 2 4'-Be 8 3-W 458 592 5 10 =11o6'K710 6 1'-6 7 I'- Oil 4 2'--a' 12' 5 50 6.37 5 12'-8" t4 710610 10 _7'-_6. 7_ 2- 2 4'-e" a a'-0" 6 1'- 6" 7 1'-0" 4 2'- 8" _267 314 DI 144' 6.42 _s_e% 5 ia'-B" I8 -7108-- to T-8' 2 4'-B' 8 V-0" 6 1'-6" 7 1'-0" a a`-e" 360 16' 7.33 726 5 IV -So 22 06 7/11710 7'-6" 2 4'-So 6 6'-0" 6 1'-A" 7 1'-0" 4 2'-.8" 407 18 2 4'-8" 8 T'-0" 8 1'-g 7 I'-0" 4 2'-®" 454 8.25 ___-.- 7 70 - .__.. 5 t8'-8" 26 _.6 'T1oa .- 10 .._- 7'-6' _-_-; 20 9 t7 8 15 5 y. 20-8 ___ 2 .._. 1._ 4-8"' •-.-. 8 ._.._.-. 11 8'-O ._- 6 I -6 2'-8 ...-. ._.._.,__ 501 30 , TroAt 10 �.. T-6 7 ,._._....-.q i -0" 4 as Denotes length of aft, (1) bar Notes All reinforcing bars to be 140 All cost in place concrete to be Class A3 For acceptable altemote see Precast Standard Designs Concrete Quantities shown are for depth (H) of 6'-!O' without pipes The amount displaced by pipes must be ducted to obtain true quantities For inlets of different depths odd or subtract 0 49 cu yds of concrete for each foot of difference in depth Length of Angie Iron as shown on Sheet I is to be L • 16" f! 4 10 Ibs per ft S[AN DARID CURB DROP INLET SPECIFICATION „ REFERENCE ?SfLRENCE STANDARD CURB DROP INLET 36-48 P11PE MAXIMUM DEPTH (H) = 8 233 233 36"-48" PIPE MAXIMUM DEPTH (H) = 8 _ VIRGINIA DEPARTMENT 302 302 ARGIMA DEPARTMENT 104 15 TRANSPORTATION OrTRANSPORTATION REVISIONS JOB NO./DWG. NAME: 5004-PR3.dwg" H a Elio. I date description by ekd. -- DATE: MAY 151 1996 0� c I DESIGNED BY: C-E,M, C,E, MADDO JR, z a CERTIFICATE NO. �• DRAWN BY: D.S.F. 7091 D 1 REGISTERED - TI PROFESSIONAL - APPROVED BY: C.E.M. ENGINEER 104 16 I I I I t I I t I 1 t 1 I [-!!It 1 A - Bons C am- Bars D -- Burs 0 Son Dstat A TVP 1 i I,' _ T-r_"l.r--�- A A � n DIMENSIONS FOR BEVEL ON HEADWALL PIPE SIZE a - b 12" a-r d-111r 15'• D'-r 0.1 ter 1e1• W-21/r 0•-11&' Face of line Gutter lino Curb Ct1r0 of Side -Street Man line Roadway - - - SECTION A -A When used in conjunction te/111 Slondard CG- 3 or CG - T, the curb face on this Standard Is to be adjusted to match the mountable curb coniqurotion W NTM STANDARD CONNECTION FOR STREET INTE 502 VIRGINIA DEPARTMENT al' TRANSPORTATION END -SECTION 12"-60' PIPE "b sill W ouest sold sections PO and 0n in4tere-offetwo ..._ I ------ XI g Concrete to be 4000 PSI Min PLAN ror 1- - o - ..._._.I' SECTION X-X pa V{ew MMl A cY C �.- If r ' .T r•3 t� . _ T-V Fr +-3, f -s TIONS ALTERNATE END- SECTION 12" - 60" FNPE fete site a a"� ad -WO" se4ae+ie'0"aillfeae-treeana yam,...; - r'1. N 20308 ES -I conuete to be 4000 Plil "A C i- .�.�.mom 11110111, �c'rloN x�x #Wvsw RD'tE . lye t v*ft dleae ell r1sM 00 eels" an t'ee seallert eft "I'* an see tact of fM lottrtietb ereN ' le use me oftswift sittles, siews do SLDPE DETAIL SREFEREN_e_N FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT of TRANSPORTATION ne rvl fw`tAl DIMENSIONS PtrE SIZE A B C a b ti'_ It,_ 4- t_I- 10•-7F C-r D'-11M'. te" N'- or 2,-!r W- a" 0'-r v-1 T r 2'-s' tb'-e" (r-21/r d-1 t/r 2f"sr 24" 22•-2" 3'-2" 2E'-4 p'_a• e'.2•.. APPROXIMATE "NTITIES PIPr SIZE CONL#ETE LBS RE INI% STETL MIF of GnATTS i0 8E CUT �p(MI ICRATt: CONC. PIPE c M PIPE 12 1 127 1.13e lit '3 0 15, 1,532 15e7 let 4 t#• is" 1e77 201- B I'-2f 121`s, 24' 256T 2`Sao -tt18 e 0 - . 6,0*s aru be 3 & "short - BENDING IXAGRAM - -- 21" of 24' 2f-A" - WAS A ►DE slm Y eARe e _-1y..- --vanes T to fi APPROXIMATE WEIGHT IS" tti _ OF GRATE to ra>r! 2` Ora ea ` t Ns PI NOW SO" in." MllsC St" 2of2 _ PIPE ENDWALL WITH LOAD -CARRYING GRATE '°""'"°" 1irESRMtt.. FOR 12"-24" PIPES vsTGeeA OrPA01WNT OF TRANSPORTATON 233 la1 m j 302 kale HARDEE'S � MOBIL OIL Gilbert W. Clifford and Associates, Inc. RTE. 50 WEST CONVENIENCE CENTER Engineers - Land Planners Surveyors STANDARD DETAILS / BUILDING FLOOR PLAN 150-C 0lde Greenwich Dr, 20 North Cameron St, Set Revised 2/4/97 Freder!clksburg, Virginia 22401 Winchester, Virginia 22601 (540) 998-2115 (540) 667-2139 FREDERICK COUNTY, VIRGINIA -- - _ 2 Deb Ow . toes tbs/11 a. _ No. 14 0140 Steel Bo. e -'flocs D Bore 8 3/r Ctlaatf er shot pe f 765 Lbe/Ft (ASTM A615 , C, ode �� provided on 01 exeeNd 1 PLAN VIEW No ides we to be provided (Grate Removed) [ 2' X 2" X 3/0' neri W'd ball are twed. _� Bore c - 2" X r' X 3/8- - _ 8 C-_---.-...__.__..__ -0 1 /2" X 2 1 /2' X 1 /4- SEE OETAK A _.-_ a - T y, 1/2' X •" Slue Shea [2 t/2" x 2 t/2^ X t/4•r...-- jw � DETAIL A s' •. SEE DETAIL B Bas A- gas B J -� -S-e 1/7'---- e y^ A SECTION A -A ` 1 I � Heedwall so be beveled in all areas except wtws I - NOTtS a conflict wft+ invert cer wingwaf,! occur. on the flaedwall at the I.-.,. --i a 1/2- ,p c-c r. ,n no toes sfwX cop d eeldwdt protect above fie scope, like,flwref edge a required slops, be moulder sides are of the culvert f where the flow enter 4 1/4"--, Goss A3 concrete to be uses • coil M plot,, 40M Psi 'f precast it* eae.brtL GRATE DETAIL 1AedwW eE the outlet sets of the culvert be Reerearcirlq steal to rove o rtltnrmum 1 1/2 tortoise cavr nfaY either square edge or bevel edge. roc seMdule d remlactry ,tea, d.mern.o"s. orw y�wnMiex see sneer 2 d ? Shape to be Thee 610I may be prscod Or ce1} m piece oeMlar well 1st • Boeorn o1 %•.x:lure to be or, the s yrode os 0,-ge h4h 1 a Do not bevel smears Detail A Detail 8 Sheet + d ? - PIPE ENDWALL WITH LOAD -CARRYING GRATE10 233 FOR 12" - 24" PIPES 302 NRL00, DEPARTIANT or TR.ANSPORIATIO ri0-1-2 9 SHEET 11- A. 01, 11 VETERAN'S '11'EXACO SERVICE STATION & CONVENIENCE STORE PROPOSED BUJRGER RING ADDITION PROJECT: VETERAN'S TEXACO SERVICE STATION/STORE AND BURGER KING RESTAURANT ADDITION 121 FAIRFAX PIKE STEPHENS CITY, VIRGINIA 22655 OWNER FRANK W. WELCH, JR. 121 FAIRFAX PIKE STEPHENS CITY, VIRGINIA 22655 (540) 869-3776 APPLICANT/ RICHARD SMITH DEVELOPER: PANDA FOODS 2150 VALLEY AVENUE WINCHESTER, VIRGINIA 22601 (540) 667-1346 ENGINEER/ PAINTER - LEWIS, P.L.C. LANDSCAPE 302 SOUTH BRADDOCK STREET, SUITE 200 ARCHITECT: WINCHESTER, VIRGINIA 22601 (540) 662-5792 CONTACT: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 85-A-149C SITE AREA: 1.0591 Acres ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT PROPOSED USE: SERVICE STATION & CONVENIENCE STORE & FAST FOOD RESTAURANT CURRENT USE: AUTOMOTIVE SERVICE & CONVENIENCE STORE ZONING REQUJIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (BUILDINGS & DRIVE AREAS < 0.9002 Ac.) FLOOR AREA/LOT AREA RATIO: (F.A.R.) </= 1.0 SETBACKS: CORNER LOT: FRONT: 50 Ft. (PRIMARY OR ARTERIAL HIGHWAY) FRONT: 35 Ft. (COLLECTOR OR MINOR STREET) REAR, 0 Ft. SIDE: 0 Ft. BUILDING HEIGHT: 35 Ft. PARKING: CONVENIENCE STORE: 1 SPACE PER 200 Sq. Ft. FAST FOOD RESTAURANT: 1.4 SPACES PER 100 Sq. Ft./FLOOR AREA PARKING REQUIRED: CONVENIEiNCE STORE: 1570 Sq. Ft./200 = 7.85 -> 8 SPACES FAST FOOD RESTAURANT: 2275 Sq. Ft./100 = 22.75 22.75 x 1.4 = 31.85 -> 32 SPACES TOTAL SPACES REQUIRED: ->40 SPACES LANDSCAPING AND SCREENING: B-2 DISTRICTS: NO BUFFERS REQUIRED LANDSCAPING FOR PARKING LOT REQUIREMENTS PROPOSED DEVELOPMENT: BURGER KING RESTAURANT - BUILDING ADDITION - 1 STORY, HGT.: 20'-0" - AREA: 2,275 Sq. Ft. FRONTAGE: 447.52 Ft. PARKING: 40 SPACES (2 HDCP ACCESSIBLE SPACES) LOT COVERAGE: BUILDINGS/STRUCTURES: 4,248 Sq. Ft. (0.0975 Acres) PARKING/DRIVE: 29,777 Sq. Ft. (0.6836 Acres) WALKS: 1,208 Sq. Ft. (0.0277 Acres) TOTAL AREA: 35,233 Sq. Ft. (0.8088 Acres) OPEN SPACE: 10,901 Sq. Ft. (23.6%) (0.2503 Acres) -Open Space is considered to be all lawn and slope areas within the property boundaries. LANDSCAPING: PARKING AREAS: 1 Tree Per 40' Perimeter (620' Perimeter/40' = 5.2 Trees ->16 Trees 3' Hedge Along R-O-W & Adjacent Properties (207' Perimeter Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 19,129 Sq. Ft. (19,129 x 5% - 957 Sq. Ft.) 1 Tree Per 10 Parking Spaces (42 Spaces/10 = 4.2 Trees -> 5 Trees) PROVIDED: PERIMETER: IG LEGACY SUGAR MAPLES 68 JAPANESE HOLLY PLANTS (Perimeter Hedge) INTERIOR ISLANDS: 2514 Sq. Ft. INTERIOR TREES: 5 ZELKOVA SERRATA ZONING NOTIES: 1. NO EXTERIOR LIGHTING FACILITIES ARE PROPOSED FOR THIS ADDITION, AT THIS TIME. 2. ALL ]EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE IPLAN. 3. NO ARREAS OF THIS SITE SHALL BE USED AS OUTDOOR STORAGE AREAS. 4. EXISrTING SIGNS SHALL BE RECONFIGURED FOR BURGER KING & TEXACO SIGNAGE. THE EXISTING SIGN AREAS SHALL NOT BE EXCEEDED WITH THE NEW SIGNAGE. GENERAL NOTIES: 1. ALL WOR2K AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANS PORTiATI ON, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERIE APPLICABLE. 2. EROSIO)N AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHAkLL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" iAT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXIISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER;, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROOPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHAALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NIECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES;. 7. TOPOGRZAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY RITCHI:E SURVEYS. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G. S. DAATUM AND A CONTOUR INTERVAL OF ONE (1') FOOT HAS BEEN ESTABLISHIED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. ALL RAiDII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF SSTONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. VETERAN'S TEXACOO STATION &STORE AND B etER KING RESTAURANT 121 FA IIR�yA�X��IIK/E ImilmligNefflMl TY. VIRGINIA INDEX TO CITY/COUNTY LOCATION fEPHEN CITY ® `" Frye&\ G Bit3-i OMF ALE ""� .tip \� ► VILI oC7 �� \` 4 4- S 7 FARL �owwF 7\ J Dt F TO e4�` S o of s 63 ■ I' _ s tt R FFio .ST.S IC NE fFERS - vooT c , c Nc; OWAY SNERA AreaH •{4, 1 ! i �Jun�sw` Oki SPE -� EPHEN� C 4 n .K F i RI GE RIDGErI 0 cn s MWOIVALO S CORPORA ]ION PIM 95-A-149 & 109 D.B. 742,, Pg. 167 ZON0- R-2 USE.- RESTAURANT / S %4 O9 '47. 4A/ ` \ A/ A/ qR OSfD / 2 2 /ham �, � Q� Q�� ► /A/ / /CIV^ / A/ / / o 2 / A/ \� Z \ � `ocp' � FRAN!( IY. NFLCH, SIP. I R* 85-A-149C 0$ 804f, Pg. 1805 G � ZOrI!'E0.• 9-2 U59 GAS STAnayV I 1 - 141 Ul ck , 1 J, f I I Am 000 a m - STF ROU R,0 - - - F"A � N TEro---'U- L E W � 8 , Il oLo Vie 302 SOUTH BRADOOCB( STREET, SUITE 200 W1NGHESTEffi, VIFiGERlse4 22601 (540)662-5792 Al 2!' VICINITY MAP 1 " = 2000' HARRY F. SIIMPSON, S P/N.- 748-7-2-9 D.B. 585 Pg. 594 ZOAI40- 8-2 U-T.- RESTAURANT 0 (-) -7 - I � AL S 'j E FLAN APPROVED,- - -DATE- l JUL JUL 1997 RECEIVED v PEP_T, QE PLANNING TIMOTHY AINTEI NO. 182W I ► 419 - ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BP BREAK POINT CG-2 CURB CG-6 CURB & GUTTER CG-6R REVERSED PITCH CURB & GUTTER CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH C.O. CLEAN OUT 0 DIAMETER EOP EDGE OF PAVEMENT F.F. FIRST FLOOR F.C. FIRE CONNECTION FG FACE OF GUTTER Go. GAUGE GV GATE VALVE HDCP HANDICAP HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT MPD MULTI -PRODUCT DISPENSER MH MANHOLE NDC NOSE DOWN CURB N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RED. REDUCER R-O-W RIGHT-OF-WAY R.O. ROCK OUTCROP STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED & PROTECTED T.B. THRUST BLOCK TEL. TELEPHONE TC TOP OF CURB TYP. or Typ. TYPICAL UGE UNDERGROUND ELECTRIC WL WATER LINE WM WATER METER 5'R RADIUS IN FEET N.I C. NOT IN CONTRACT VDOT General Notes V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflic:: between any of these standards, specifications or plans, the most stringent shall covern. V2 . All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Fealth Administration and VOSP Rules & Regulations. V-�. When working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDCT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section. 104.0_-C. Vz. Design features relating to construction -or to regulation, control and safety of traffic may be subject to chance as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acauir!nc all necessary VDOT land use perriits for any work on VDOT right of way. V5. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County acencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for a7iv undetermined length of time. VDOT will also require 48 hours notice for any inspection.. VE. The Contractor will be responsible for maintaining adequate access to the project from. the adjacent public roadway t_^_rough -construction and maintenance Of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbco.,Sec 3.02. Furthermore, access to other proper7-ies affected by this project shall be maintained through c.)n=uCtion LIST OF DRAWINGS SHT. 1/7: COVER SHEET & ZONING NOTES SHT. 2/7: DEMOLITION PLAN & GENERAL NOTES SHT. 3/7: SITE PLAN SHT. 4/7: EROSION & SEDIMENT CONTROL, LANDSCAPING, AND DRAINAGE DIVIDES PLAN SHT. 5/7: UTILITY PROFILES and DETAILS SHT. 6/7: EROSION CONTROL and CONSTRUCTION DETAILS SHT. 7/7: MISCELLANEOUS CONSTRUCTION DETAILS APPROVED BY THE ZONING ADMINISTRATOR COUNTY OF FREDERICK, VIRGINIA SHEET: 1/7 RI F Nn • g6n.-�n1 F; 76 / Ex. 18"0 Inv. In=74735 CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 18" - _ _ _ _ EX. 18" STEEL SUPPORT j 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR 1 (TO BE REMOVED) / / % Ex. 15"0 /nv. Ou 747.75 TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE _ WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. i I - � �- - -iT--- EX. 16'x16' TEXACO SIGN / % / / 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. I I I I (TO BE REMOVED) CMP / / FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE 16,-0" I I 8�0�/ / // Q// PROPERTY BOUNDARIES. I J I I EX. 14"0 STEEL POST 98. (TO BE REMOVED) E% / / / / .N 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. / / h THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. ��0 � I I Ex. 18"0 Inv. 9 j Out=743.8 II �L Ii / --4 I EX. 18' STEEL SUPPORT l `�j/i�� /iW ♦. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND 18" }. �. O MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES - - - - - - - - - - TO BE REMOVED / Yn (^ SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE '' '" EX. 20"� STEEL PIPE COLUMN O SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL (TO BE REMOVED) EX. AMERICAN WIRE / Remove Ex. CG-6 BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. PROPOSED 12'02' FENCE ( REMOVE Ek Entrance Curb & S. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT BURGER KING SIGN REPLACE AS REOD.) / l Reconstruct the 'R / CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL GGi L/ Ex. 15"0 Inv. ln=748.16 INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY / AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING / SPECIFICATION: PROPOSED 13'x12'-10" TEXACO SIGN / i / SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb / 1000 sf) . SEED TYPE: RATE: MIN. PURITY(%) MIN. GERM.(%) PROPOSED 18"0 STEEL PIPE SUPPORT 01� KENTUCKY BLUEGRASS 45 lb/Ac. 97% as% OMCDONALOS CORPORATION RHODE ISLAND BMT 10 lb/Ac. 95% 65% PIN- 85-A-149 & 1498 K-31 TALL FESCUE 27 lb/Ac. 95% 65% PROPOSED TS 16" x 16" STEEL TIE / `�` ANNUAL RYEGRASS 9 lb/Ac. 98% 85% 167 / / 9 MULCH: 1.5 Tons/Ac. SMALL GRAIN STRAW z6krlO.• 9-2 FERTILIZER: 1000 lb/Ac. 10-10-10 EX. 24"0 STEEL PIPE COLUMN l / / � S 74 • USE. RESTAURANT 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND (TO REMAIN AND BE USED AS THE / / / / ` 0 OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O W. IT IS / PROPOSED SIGN BASE.) / / / Fx /� �THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. / r One -z, / Be '� rft.p� Dee l Ex�rgn l 6 S 6*16• o l �� 4.8 , (To Be Reloc ed)`7 -Relocated Sign � � 1 PIP EX. 30 0 STEEL E COLUMN (TO REMAIN AND USED AS THE PROPOSED SIGN BASE.) fS r (TO B° �Osfer (il° ehovn/�jf �c l / 11 p•/ �` �} ll EX ST �p �. F� o �ERIFy ,pbv R a Jce EX. CONCRETE PEDESTAL / l f , ^/} I �TO BEONE PAR NGQfVq �v,'` E a� l!( l T �� '� �� 0 �� pEMOC/'`1NG A L c " stone l I 4 Q I (0 REMAIN AND BE / OFF, 0 SH R T " ��o F A UNDISTURBED DURING -`� `� '��.- -� SITE) OF PROP Ep AND i �' nhmg 4"eo ` o CONSTRUCTION PROCESS.) \ ll� v ER�y�� % / oa / / V- EX. CONCRETE FOOTING (TO REMAIN AND BE Q� UNDISTURBED DURING Q / Iv0 '� \ \ _ _i �`� \k`1 TO BerOss'lre t // ( I I I CONSTRUCTION PROCESS.) / J �� \ \ \ \ %� �_ J /! =` j ' 40-NDO a topped ^ / L-------J L-------J `� ��\\� °ffs / o) +* STRUCTURAL DRAWINGS BY OTHERS. �Q � EXISTING TEXACO SIGN ,� F / o pXo° s�pAr\ \�`\°�'';n9 //j - = PROP ' - �� RETROFITTING DETAIL �l / �; s s°d Of 0" d q, r - _ pR,VE THR SCIALE: 1" =10.0' l 1K S�9n �A� cf 1 \ Off site. \ /�/ `� �_ HRU �I A NOTE: THE EXISTING SIGN IS CURRENTLY ANI APPROVED NON -CONFORMING B0/% nr0 EXCAVATION AND GRADING: 1. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND REMOVED FROM THE SITE AND DISPOSED PROPERLY. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNZCAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF B" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.S.C.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. ALL PROPOSED SERVICES SHALL BE COORDINATED WITH THE F.C.S.A. AN APPLICATION SHALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES PAID AT THE TIME OF APPLICATION. 4. THE PROPOSED SEWER SERVICES SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.084 THE SERVICE SHALL BE CONNECTED TO THE PROPOSED SANITARY SEWER MANHOLE WITH A FITTED BOOT AND INSTALLED AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. S. THE 2" DIA. COPPER WATER SERVICE SHALL BE INSTALLED AS SHOWN. 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. THE PROPOSED FIRE HYDRANT ALONG THE DRIVE-THRU AISLE SHALL BE INSTALLED AS INDICATED ON THE PLAN. ALL MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 8. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS, AS DETAILED ON THE PLANS. NO STORM WATER MANAGEMENT FACILITY HAS BEEN PROPOSED FOR THIS SITE DUE TO ONLY A 10% INCREASE IN THE AMOUNT OF IMPERVIOUS AREA WITH 'THIS ADDITION. THIS MINIMAL CHANGE IN IMPERVIOUS AREA RESULTS IN AN INCREASE OF ONLY 0.45 CFS OF RUNOFF FRat THE SITE. THE EXISTING STORM SEWER SYSTEMS HAVE SUBSTANTIAL CAPACITY TO CONTROL THIS INCREASE. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE OFF -SITE DRAINAGE CHANNELS BY THE PROPOSED CONVEYANCE CHANNELS, CURBS, CULVERTS, AND BY Ex, 18"e Maple SHEET FLAW, AS INDICATED ON THESE DRAWINGS. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE, TURNING LANES, AND ON -SITE DRIVE AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTION, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE V.D.O.T. CLASSIFICATION A-3 CONCRETE. THE r / \ ENTRANCE AND ON - SITE CURB AND GUTTER SHALL CONFORM TO V.D.O.T. STANDARD SIGN. THE PROPOSED LAYOUT, AS DETAILED ABOVE, WILL REMAIN AS �/ reR / O oX T \ FX \d� \� PROPOSED OFFpO F� E 1�CE e \�� 11 CG-6 AND CG-2 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS A NON -CONFORMING SIGN IN REGARD) TO THE ULTIMATE ALLOWABLE / / // J °th �hqy, �{T° 9e ite Pi I (I I' BUILDING / S/�� 0 pR�fpG. l AND SPECIFICATIONS OF V.D.O.T. HEIGHT. / i� B'Q�% Cleo ea°JSc�°°n� ( Ff OpeR� % l 11 I MISCELLANEOUS: THE PROPOSED SIGN ELEVATION IS 8(08.00' WHICH EXCEEDS THE / / oo _ % �/ / I. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF ALLOWABLE HEIGHT OF 800.00' BY 8"+/-. HOWEVER, THE TOTAL SIGN / j or ¢` E- �� \ 38� / / o AREA OF 310.83 SO. FT. IS WELL UNDER THE ALLOWABLE AREA OF FREDERICK, VIRGINIA FIRE MARSHAL. 500 SQ. FT. / EX Ex Tan \ s )SO1 /a lJ / O` 4 22 - ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ks CCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION ..• Ln PROCESS. ^/ PL )-GRO I 4 �� Ek gREq UN !l x �l _ �� N o 3. . BUILDING NOT / OQ` = ll iT0 PAVEM = TgCggC. S/a �Ir o ADULT CARE /FACILITY BUILDING i ADDITION: M' Ems. DISP BE D ENT R. j / �% I CONSTRUCTION TYPE: 3B, UNPROTECTED / OFF,OSED oMO�/SN // ` - / / USE GROUP,t A-3 / / VDH MO /� S/�� F PROP � y � \ `%, // � RST STORAGE S TO BE REMOVED AND 00 Ex T Et. 'd F ESTROOMS // PLACED UNDER GROUND WI ^ry (T- 1 '* Cam it F. a 7 l AS NECESSARY ^3 FF F S$RWOE/A Y (PgR J ssar S6 40 /I / / x. S� f Ex. Guy Wires \ // 7S5 84 �I F. F X` STORE x. ° / (To Bid/° oinB Scr d� / HARRY F. S)IMPSON nc• Ex or e I / >� (To Be Shortened 1 75g his ° a CMU °p% l PIN.' 748-7-2-8 3p / o or %t`o// Ret O do Relocated . I L s e d n b w� / � � , PROP, VENT_ ,� / / II R main on 1 `/, I ` (To B® a°pd F�CQ l O.B 585, Pg. 584 ,,R 1 I Jr. mor°p� o Ew �� TPROP 3° ��t c xc�C ZOWEO.' B-2 all (To Ca�c Wa_ ME, (° j (o�`n9 ROmo USE RESTAURANT 18"0 Mv. out = 744.04 �/ $� �° 0"oAmo) c RM \Rei,,O�dJ r 2 2cu F I \ 0 1 - X• �� U Prop. Diesel EX. EX, �R€ `_' 3R F \ F+ f �O Island Diesel ti^:' LI TB. iT0 SERVICE B �- ° °main l3. =� < s Pump ° '� R� DI BE DEM AYS _ m R 32.50' ►\ \ Light mo o _ r,0 F�OSIST� O�PROPD & COn�' 4.Sr4 X. HAM (HOUSE Q/^� `v �Y 0 ♦' r`` ERC I FOptln9 (r (TO 6L D \ \�A \ l l EX. TRAFFIC �;,° J s n y _ P F` Q 0 LIGtHT 0 \� / ` i \\ Prop•J $ o y k '= �Ppro ° I Pr C°/umn / PROPERLY OFFS E.) - X �R/5.�� \0 holo� U.S.C. & S. ollard (Typ.c0 c°ti00 oAyA.) 0 F441� QBM A-261 0 � n L Ex Elev.=753 63 T° dr GAS T,,^ GasIOU � / �/ (Reset 19 2) d i7o� `r )\ /r2 `^� j�� EX Cas /s/ (Tjp.J mCAP 6F FF� F<Osc'p\OF S A9 R� toy / h \ \ l9 ``, 4i i o 04 40 �/� (To pemannds � � �\ TD 1,9 �/j�� w Ex. Pion Ex. c o I N 7jy 9^, I N � m \ OO�C \ Remoen "° . C°i1a S/a F v° vo��, O o `^ F pROoFOSFQ�� \ \F� gAoQ \ .�S Fose'� b lu 3 erha;n� \\ ondscopo9 `` y 0 c� o ` S F S �\ Mo �'\ Ex. Lon' V i° / a p/L ° o O F� QCF (l 04\ \\ Ex Tmbers I Gas a v P Q Sign (To Re (To Re /s/ands � re' P/oques morn maim r0 ,c Area: 171.84Ft. Ex. DI-1 75'P eight: 35' S - / T O w Ex. Top - 751.42 p a c \ < , Prop. Top = 752.7? gVDH MON / on A. 45, 5' PROP. 2" CF W O 3 p Footin x45 GAS LINE Prop. 14"x23" Inv. In=748.56 • N 30 9 (T a` Ex. 180 Inv. Out=748.56 ' „ COOP �) �. -X �J'+ c^ S�4g \ A9w� \ \ �Ex. 88'4 '35"�/ 27 06' / �9ooro 10 �c. S/ab )� 047) Ex. Gaso O stj w P//V 8Jr LCfj � p EX Cu Valve \ \ OB 804 A_/¢ P SFED ' ? 160S F+. ST'Q�OV A: Canc k9 Tq 7-E (v4Rr FAIR ROUTE4X277 '�eLE WIDTH /RE OW) DRIVE-TH'RU La.-Izukkl Ex. L igh t (To Be Remc Ex. Con,. Entrance / cv \/ \ Ej. 6"a Wlug// - - - - - - EX. 6" W �drIT.B. I � � Ex. Sign M1 - _TTEX. SAN. SEW. MAIN � 1g•Ex. Sign \� N88 43'35" Ex. San. Sew. MH 19.10, W04„ tN8_9'34'03"W 89.49' 22.98 5.00' io = 754.16 BH MON I - - - 4 0 Lot. Inv. In=746.58 8"0 Inv. Out= 746.56 oprox. Local x. Gae 2" NRPD stl. IPF (Approx. Location) i Ex. Gas Line 4" plo-hp O DI TOP=746.14 20 0 Scale 1" EX. FH 20 20 ft NMI NMI Z: O Q � � p O Q Z Z O 'Q Y J W O Z Lj W C c� o w � m U z Q 0 W Z U V) Q Z N Z 0 W 0 (� Y_ V) X OZLa-f-F_- UQY��,U^ X �/ LA_ Q �/ • LLJ LAJr-�W Z N N Z = O Cl- Q m LAJ ~ = '0 � V) L.Li W O - (N t") Q1 � CY) CD wO 4-N LoLn (f)N 1 1 N N U O 7C) C 00 0 pi m,>= L0 Ljr) s .. 0 Q) C (n N L N -C Q) X O U 0 rn LL 2 ��LTH OF L f� TIbIom G. PAINTER No. 18260 4 .o�OA �G�4w '- I ONAL E SURVEY: C. 1. RITCHIE 1' SURVEYS DRAWN: JOB NO.: TGP 9603016 60 SCALE: DATE: 1 "=20.0' 03-05-97 SHEET: 2/7 V, Ex. 18"0 Inv. In=74735 PAVEMENT DETAILS HANDICAP PARKING DETAIL N.T.S. N.T.S. / Ex. 15 "0 In v. Ou 747. 75 -n- / P SIGN HEAVY LIGHT (PLACE ABEHIND SIDEWALK) 1.5" SM-2A BIT. CONC. j( SURFACE COURSE 2" SM-2AL BIT. CONCRETE CMP y 10 18 % 750.27 Ql� \� 4 BM-3BA SETCOUORSE SURFACE COURSE 6" 21-B 8 21-8-' STONE BASE _ STONE BASE - h Ex. 18 "0 Inv. 0ut=743.89 j / 0� `� COMPACTED SUBGRADE --�ITT I COMPACTED SUBGRADE ES-1 44j PROP. INV. OUT=743.89 / 80, w} �' l '� NOTE: HDCP SYMBOL (WHITE) 0 > 1S'0 r X //0 n THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE 899 RCP 7.510 38 % Remove Ex. CG-6 ' / - N ENTRANCE, MAIN AISLES, ROADWAY, AND RIGHT TURNING LANE. Entrance Curb & THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED OPROP. DI- B, L=8' Reconstruct the 5 - IN THE PARKING STALL AREAS. TOP = 7.40 20R CG-6. �y' / `` \ Y �' v. In=748.16 7 SOLID BLUE BACKGROUP 15"�i INV IN=745.55 �b 75, 15"0 INV OUT=745.40 t� 14 / Ex. ire Fence --- x 75(, ,� 2 5' \ +/ -Z \ MCOGWALO:S CORPORATION N • / T.� PIN.' 85-A-149 & 1498 / 1. ALL CONSTRUCTION SHALL CONFORM TO ADA 59.94'-15"0 / Pgrk/ \ O.B. 747, Pg. 167 � ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. RCP ®2.00% / I `tbo _ , ` ` \ - ZONED.• 9-2 _\ USE.• RESTAURANT * 8' TYPICAL FOR VAN ACCESSIBLE SPACES & l / Q�`lo fx l 5� ` "• 4., `h \ 5' TYPICAL FOR OTHERS. ry OG PROP. DI-3B, L=8' x 50.87 TOP = 750.75 / l / h� fk. 15"0 INV. IN=746.75 750.42 / �( AOne S Ex Sign �i / /l 60 (To Be Reloccged I 0 I O PROP_ DI-3$, L=6'}' ,\h 5 (yP.) 14 _ _ / o � T � • TOP - 75`�.90 �l 7 .5 I 15' S I `tb�'a / k5 4 12m INV. IN-751.10 --�' 2v I / I ` DE PROP. DI-1 8. _0� / F1�ANK K'� {f£LCf� �� 12 INV/ OUT=750.90 3� hT / / p 2p� I TOP = 755. 0 PIN- 854A-149 / // l 0' I 12"o INV. 0 T=751.90/CM(/D.B. 804, Pg. 1805 - �ti'gLL (t & eRI 24.00' cG� 57 25' CK 5 11 / l l I 4 6 6 �_ "��pUMP LICK $C �} 11 �/ '� / i 5 CURRENT USE.• GAS STATION p a I // / a 5,- ENCL SEER P QLOCK 75 .67 D CG'6R 6. ��G PROP US GAS STATION/ 8 /(See 0SURE Ap i 56 6 'R ,E o ESTAl1RttN� - ,\ D0 ter 9 / toN) 6' R e 90 y \ / i 2 °d Are / %F �W 4. a S ° ° l D&L / og ' / 0 �4, p 55.9 O / 3 , o P°°n Crete i� (SeeEpe� AF GqT l� Q "� sl i, / c12 1 SIR RGP 1 „12. 10' 57 meat , orl� ES l i 4?0' c� k 1 ® 12 / °4 - PqV MLACK �� ' b l� l JD Ex. 18-0 M°p/* i 75d7 ,� I Q .a ` �► KiN o' g 2s9 ✓ ENT pNC LIGHT 5 REA0 S/GN UR R �� 1�, _ ; / o t / l IyGT ` eOq 10, 1 60. 77a `0 15'R i ' / yG, o� R �•23,` � "m Rp ;� �� pR1VE-THRU '6O CP ®02 2C1 R LANE \ l ' j60 829, p P 65 00' " ° 8. 36, N 3p 3 R x 51.57 / / ` 5' h 1 ROPOSEp G s8 / 2 STORY RESTgU qR N�HT . RANT S7 4' ON l 0. 7�3 /l 35 R ? 4 ' S /GN �o Oz- ^i '� �F F�2 � Sk 5 MOz• �2 2 wq C `sue / 5R r y I 1145 qY 757,0p Et_l 0 15R _ Q) �9 R ° 6 x LOR ROq p �i=Q • % b � � � STRIPE PARKING LOT AS INDICATED. / © TOP PROP.= D7154 80 L_6 / I / o11 1h ? \ Sg ~ p MENU / I ° o ALL LINES SHALL BE 4" WIDE I ^ 12"0 INV. IN-750.10 cam, 1 3 &DARD ,((� ' y PAINTED LINES. / / c 3 7. / u 15 0 INV. OUT=749.80 ./ h / 58. o / " K 5181 ! 1 / A x 7e 1 0 / V /4 \ PLAYGR 56.9 x 56 x r9 13' ' O AR' UNp 5 5 OREgS P _ORo 7 o TR E 0 p o 20.00, �- 56 1 x -AP ° ARp x u W I NOTE: LOADING SHALL BE DONE IN 1800' °cv FjgG 56. _� 6 1s•3,9 DRIVE-THRU ZONE AT REAR OF 155 14 d ® �'4,35.0' o; STORgG / THE STORE DURING OFF HOURS. _ 156 / x 1 / �rV H MON - 34,00,\ 55 83' N 6, ® ® 5 .7' o° 5 RE & E C� 0.1 2"� COP R Type K" 752 0s 2' lr' ono 'R 5' CONC, 6 STROp WATER S VICE � / 6 HO wA 5.0' cc c I F. MS 3 6 I '" 75 51 fk O. o AMP R O 756, 4 g U / Cum _ o v 0 41`0 PVC, SC 40 SAN. / 5 r .1 (� DR E-THR \�� 4'R N 6.3 EX. S i SEW. LATERAL 2.OW. �yF $ 6g' p % SIGN � IF.F. TORE � ---- OPROP. DI L=8' 3/ 2' `O 75 e. 5 I LIGHT _ P C I 6.30 56 Conc. PROP. MH 1 TOP = 752.00 w RC 5�' �i �O `� „CLEA 4' �'°Ar 100TOP = 756.25 15" INV IN-749 00 - `O RANCE" Ar C 2'p' NEW P 4 N 6 STONE BEDDING 9 HANDICAP SIGN DETAIL N. T. S. 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP. GROUND RESERVED PARKING VAN ACCESSIBLE CONCRETE PAVEMENT & DUMPSTER PAD DETAIL N.T.S. 10'Wx20'D (OR AS SHOWN ON PLANS) Slope: As Per Plan P�0lr�01�n0-011 0 - n0-0d 6" TYPE "A" CONC. (3000 PSI) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) NOTE: COLOR CONCRETE BLACK FOR DRIVE-THRU AREA 3/4' ANCHOR SOLT (TYP) COORDINATE SPACING AND NO, F REQ'D PER STND MFG 8-08 VERT. 03 TIES 0 1 1/2" PLATE L - CONCRETE(3000 PSI) m - + I \ 5. \ ' u OLE 4 W INV. IN=749.92 , � �� 2 R � $ W SIGN � O hapco N0. 11-251 OR EQUIVALENT 23" x 14' INV. OUT=748.88/ = N 5 �• U 1 0 56 2 j o 9 0 2? �� - 738 8"O INV. OUT=749.58 ^�, I I SINGLE OR DOUBLE STND AS REQ'D 4' 8 2 P I 1 18"0 Inv. Out = 744.04 C��" E i \ _ -, \ES QD ME \ z c l o PN� a' OT' "8 8' CH' RM. I o N -2"� METER ASS THE EX. SAN. SEW. LATERAL 3 v s & M ER VAULT LIGHT BASE DETAIL 4,2 cT \ -p/ �.8 IS TO BE ABANDONED. \ O �5�0 �' a Z�� EX. C ac �c•8 5'R Jr. 4'; 2.07 20 (THE EX. LATERAL SHALL ° / SEE SITE PLAN O SCALE LOCATION(S) F �/ 5. W on C. _ Cah d \\ ' 2 PROP. VENT J' • ; q �Ob m-k R -757 BE CONNECTED TO THE LINES °r' y °°'°X zo m �. 9 1� 22cat,b.5\ PROPOSED MANHOLE.) IV x 752.57 W i. y 5.8 ° o se/ C°S o� T IBC •j5 1 R6P FN. g 5 ",TEND T.B. - ----------- PRO TLIGHT �s O f R 7------- - ---- } SM-2A o on TLIGHT \�y\ / , " �" OVERLAY AS NEEDED \ a = _%I ks 5 CON YAL FIRE R ASS P1 i �\ \( kAs 30 4'of EX. WATER SERVICE FOR POSITIVE DRAINAGE `� o C. Y 0 O ti oL� LIGHT BRL T �Q/� giy �0 IS TO REMAIN AND �b HARRY F SIIMPS0N, 752.80 65.76'-23"x14 `\ U.S.C. & d.S. 5 \ I • O o SHALL REMAIN IN / X " BM A-261 0 „- 0\� o / �� \ /�`S�ly�n S`s6• Q� S /� 7 � P/N. 748-7-2-9 \\ RCEP ®0.50% (Reset759 )3 LPN % / Ex. �Npl(1�''� �F� SF\O�, \`5�4��g�xto^ SERVICE THROUGHOUT �Q i j ^N / D.B. 585, Pg. 584 �� fX T o /s/On` s 55 i ' �`�' \ �\ I'/C�\ 9�F `� °1 Seti THEPROCESS.OSTRUCTION ZONED 9-2 USE. RESTAURANT P n +� 5.5 � Ex. Siy 751.39 ; \ vi eo° PiO ues (to ,P 5730 / P i'Iei ht 171,8¢ Sq. Ft. MATCH EX. �� g 3 CURB / AS LI E T (P •) i X ('� I ti 7` N T F /0,1, 3� ®Ex. 01=t7 75'R S l _ / 1 J ' 11 Ex. Top w 751.42 A a Prop. Top - 752.72 NEW HEAVY VDH MON =L� EX Gas /s/ \j, Prop. 14"x23�I v. In=748.56 PAVEMENT ands / J 7 i b g9, Ex. 18'0 Inv. 00-748.56 (SEE DETAIL) Y ► » \. Z� �A • SF. �Y X. W4 T �; 88.4� K 27 06' � - 'rC \ I - _ r1 �epCTO �' / '\// ov / - °Sl BP-------------.- k?Qp •ne - _ /-� f. HE \� \ n gv / EX. 6' W Ex. Gas o ; O Sfi 53. 4 w ` �// - Ex. C H E- - U T 46, & T. B-� _ev I r Valve �� \ z \ _ � � � _.'` - � h � / 754 'c -6"0 22.5 �S.t -- d ___---- - _-------- EX. SAN. SEW. MAIN 751 6 / OVERLAY EX. �� i / t & B 1' L - M1 Ex ASPHALT WITH N7 L 'XT? co ` Ex. Ligh t T 19'0 " Ex. Sign N -- \_ ° fn � 1 1 /2" SM-2AL \ \ 1 4 W lh� Ex. San. Sew. MH To Be Remo ?24' fO1jM I I (AT FRONT)- / 10 % N89'34'03"W 89.49 �2.98 5.00' rap = . Inv. 7< �- - - - - - 4"0 Lot. Inv. In=746.58 \ \`__--------------- -i�3 --- \ \�--- N_-.__--- REMOVE PLUG -7f9 8'0lnv. Out=746.56 � 7y -752 _ - - ` & BEGIN WA IPF ` ` - MAIN CONsr 1 (Approx. Location) • \ \ 752-- - •c � -. � � - - -- -- _.- - - _- - �_ �� i' � Ex. Gas Line EX. FH _ \ a h VO \o. 150' TO ix -con -c. Entrance ST - '� CONDiTION TA TE ROv -- - _- _ -- - --- ---- _ - DI - I-TOP-746.14 NOTE: DRIVE-THRtU ACCESS SHALL BE PROVIDED SIGHT ANCE_ (VgRrq� A�RFgX P 277, VIA THE EXC AISLE ON THE VDOT R.O.W. DIST (APProx. Location _ AT THE TIME OF IMPROVEMENTS TO ROUTE 15p0,+/\ (Posted Sp eLE w1DTHj x. Gas Line z 277, THIS )AISLE MAY NEED TO BE RE -CONFIGURED 2" ARPD sV. OR ELIMINATED WHICH WILL REQUIRE AN ALTERNATE LIrrlit- 25 MPH) W) MEANS OF ACCESS FOR THE DRIVE-THRU. NO COMPENgSATION SHALL BE GIVEN TO THE ON -SITE BUSINESS USES AS A RESULT OF THIS REALIGNMENT. CONDITION 20 0 20 60 Scale 1" = 20 ft z w � Z O O c� >- CL Z U w Lit Q C:1 w CY t 41 J Q I o O F- Q Z n Z ]C � N W w � FJ- m c� z Q Of 0 W cy- Z 0 U_ V) �c 'Q ~ Q Z = V) Z O � LLj N Y J cr- F• _ Q a- (aQW�- OZLi.F-F_- N U x�LL_acn LLj F- W W NZ= f.L at M 5 LLI _ LLj LiJ C CL W LJ o O 0 X a_ v�1 N N � �J J� � O) Q1 00 � U0 0 () N I I N N Y. O D .0 00 D , ., o� � (n N L N U N X O 3 LL Q a TH OF Ll U TWO . PAIWB No. 18260 rod 1, h wW G o��s`s10NAL SURVEY: C.i.: RITCHIE 1' SURVEYS DRAWN: JOB NO.. TGP 9603016 SCALE: DATE: 1 "=20.0' 03-05-97 SHEET: 3 /7 A 0 /i Ex. 18"0 Inv. In=74735 .�-- DO NO1Tpn� w n kw � ox Minch / Ll bYpe i / 1 Ex. 15,0 Inv. Ou 747.75 AMP / PRm rnmpw o►oloh MRMMM g Mid "Okw $pow$ E� � ��/5:� Dn NOT MMke or wrap 0 / InMR un1m nMraoMry ® 0 0000 j oa 0 PLANT LIST SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARKS C 16 LEGACY ACER SACCHARUM 2"-2.5 40' 0. C. SUGAR MAPLE CALIPER ^� 68 JAPANESE HOLLY ILEX CRENATA GREEN LUSTER 3 GALLON CONTAINERNOTE 4 0. C. L1 ZELKOVA 2' -2.5 8 ZELKOVA SERRATA CALIPER NOTE L1: HEDGE PLANTS SHALL BE 36" AS OF TIME OF PLANTING. 0 0 0 / F%MN bMdwn bIMM111N o ° o ° o ° o / Q)� LANDS NOTES: 0000000`�� Ex. 18"0 khv. Out-743.89/ , ^�// 0°0°0°0°00 o E5-1 h ^`� /.� 1. 'THE PBDPUTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FRIDERICIC, IIunm kip am bbob 80', �+ 0 / �RG211IA IN THE B-2 ZONING DISTRICT. PROP. INV. OUT=743.89 ® /S'0 x //0 PnM>w �wolweM 7' 899 RCA 750.32. CONI>wN 8 / O / -- FTHE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE MqCMEN L N THE EVENT THAT or WORK. CONTACT THE LANDSCAPE ARCHITECT I r'-" 11M*mh bW away bawAnw t i - UTII.ZTIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE 00 W" al bN*V topoM i-� AmN wN b dM�ln waMr `�F PROP. D I � B , L = 8' G j/ . = -- R -�` � lC.ax - TOP = 7 40 X G / Ex. ji5" lnv. In=74B.16 3: INRIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE ftm- m kip N wb@ bMkN 15"0 INV IN=745.55 �,+�/ U A11� MbMWed 15"0 INV. OUT=745.40 8.82'-15"0 CMP SST. SUPPLY UNIT ,FHE� IN TM TIM O BIDDING. THAT DISCREPANCIES i�.i i�i tiNWpbMo1� 75CJ x / / i EXTENSION ® 0.75% wNwb r I 4. ALL MATERIALS ARE SUBJECT 'TO APPROVAL BY THE OWNER OR THE OWNER'S WmaWW Mr hubwr �_+ - � � / �/ 11 �ESZNTkTIVE. PROVIDE THE OWNER WITH A TAG FRO14 EACH PLANT SPECIES AND A NwM tar WNW I P LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIRE74BNTS ARE OMITTED FROM THE A P1 I I VoWed 000 or We Uld jrMM4 / i ' _ - 11 e*. PLANT LIST, USE ptAM "S WHICH NEST THE NORMAL REQUZRENENTS FOR THE VARIETY ' ACCOpd)I= To THE ADU=CAN ASSOCIATION OF NURSERYMEN. Mom' pN �Mf M1M11 BM IN�J�1 Ex. Wire Fence x 5Q 77 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, /`\ INSECT �S AND LARVAE, AND SHALL RAVE ADEQUATE ROOT SYSTEMS. EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE °°°°°°°°°°°°°°°°°° CONSTRUCTION CE 0000000°0°0°0°0°0° °°°°°°°°°°°°°° P?0?0?02o ENTRANCE 0 0 0 0 0 3.05 SILT FENCE SF X X )E---X 3.07 STORM DRAIN �p INLET PROTECTION O 3.08 OUTLET PROTECTION QP o0°0°0°0°0°0 0 00000000 0 0 3.30 TOPSOILING TQ TO 3.32 PERMANENT SEEDING 3.35 MULCHING MU 3.38 TREE PRESERVATION & PROTECTION Tp TP ... / X / / \ �_.. 7 042 // !" `_ _ \ \ 6. SIZES SPUCIFIRD IN THE PfANT LIST ARE MINIMUM SIZES AGAINST WHICH THE i• SUPPL AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE Yq NOb 2-3 OWN MW 60 WW 59.94'- 1 5"0 _ \ _\_ PAS WILL, BE JmGEI1- !� TO MEET THE MINIMUM SIZE OF ANY PLANT WILL SUPPLIERS RECOr1El720 HARDWOOD NS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE CMP 0 ,2.00% / / / _ \ >�.T ZN RSmamoN OF IMT PLANT. DOUBLEo STA WITH 72" AN STAFFS DRIVEN FIRMLY INTO THE GROUND. SECURE / TA- � � � � TREE To STAKES WITH /9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. / " + 7. GNM OT �!: SilAii Bt PLACE IN A CONTINUOUS MULCHED BED WITH SMOOTH, STAKES SHALL BE 2•Y2•Y72". / 4 , ti cQvM'INL%= )e'OGEi AS Sir ON THE PLAN. ALL MULCHED BEDS SHALL BE x 750.87 N' TO S MU 4zy C ` - jjj IN ~a THE CONTOUR OF THE PLANT MASS. APPLY A 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. O PROP. P= D150 B 5 L= 8' / �� I 4 F \ _ NM=M of 4 MCM OF =AM UNIFOiMMY OVER BEDS. TREES LOCATED WITHIN FOUR ' �� Im of ANY MS �Z I� THE SAME BED. GRADE FINISHED PLANTING 10.REMOVE ALL TAGS, TWINE AND.CONTAINERS FROM INSTALLED PLANTS. ROLL BACK 150 INV. IN=746.75 / 75Q 4:: / r EX Sta �� , ` \ � so As m, go � � WAZNAGE. BURLAP ONE THIRD ON ALL BLB PIJ►NTS l l l I ne par I ` \ - / I % E 11.PLANT SUBSTITUTIONS ARE PERMITT TH CONSENT FROM TH DSCAPE ARCHITECT / Ex. i9n , / x. Sign i '` `�`�. i - ha AND THE COUNTY OF FR.EDERICK, VI �IA. q IPO I \ \ 12.PREPARE THE SOIL IN ALL BEDDIN BY MIXING INTO E TOP SIX INCHES OF 750.97X / �,�G SOIL ONE CUBIC YARD MANURE, P AND 10-6-4 GRANULAjt FERTILIZER PER 100 4� 0 \ C SQUARE FEET OF AREA. REMOVE ANY/TURF, WEEDS OR OTH VEGETATION COMPLETELY O PROP. DI-36, L=6' SF _ 1 PRIOR TO INSTALLATION. / TOP = 75�.90 / / i 756. 52� i l \ / 13. PLANT ALL MATERIALS IN THE /�PROPRIATE SEASON . E CONTACC!' )R SHALL 12� 0 INV. IN-751 .10 GUARANTEE ALL PLANT MATERIi AND WORKMANSHIP A PERIOD OF ONE YEAx 12 0 INVi OUT=750.90 / / I I \� Q PROP. DI- 1 / _ _ �' FROM TIME OF INSTALLATION,. I TOP = 7$5.90 12"0 INV. OUT=751.90 % x �,� ^( / SF TA- ' ;aa / , / TA-1: 75 .671,1 p i �\ I a Q° / / � / AREA: 0.229 Acres � lI � I P � � � TA 1 - -- // ' (O © / / o o I -� e IP tc: 5 Min. o 00 �OQ o 1 _ l TA- 2: J / G'OI'- � �� 51 331 � ' � �' _ ��- AREA: 00 083 Acres i 75 7 IA- ® 7.. �/i b �;l Ex. 18"/ Maple /�'/ tc: 5 Min. w l a kl a ° ,: / NG G ERG R PS TA-3 AREA. 0.253 Acres A23',12" C: 0.9 ® w NOSES tc: 5 Min. Q X 51.57 1/ l >JO` l TA-4: 0 0 _ / AREA: 0.1 13 Acres 35'R \ o00 0 �� ` TO PS MU , TO PS MU �r / C: 0.9 / 7 73 p i �l f�V �/ J� \ I W tc: 5 Min. Al L W o TA 5: Al ©PROP. DI-3B, L 6' 4r \ o TOP = 7�4.80 / /,;/ / /� 1 / / o AREA: 0.282 Acres 12 0 INV.' IN 750. 10 1 O 4"0 U /� . 15'0 INV. OUT=749.80 x 51.81 ^/ _\ - - -` OUT '�5, 80A�D OMji o` I - _ - - 7W tc: 5 Min. 1 - - / % / > PLAYGROUN p 9 x 6 TA- 6: O.i/ / } /i h TA- ` AREA \ REAS O/ Q o / / AREA: 000�97 Acres 4 a t7 u -- / tc: 5 Min. 1 _ / F NOSE a ® ®GS 818 o STORAGE 13 /2„0 COP ER Type "K' _ 7� °j Ex. Wire Fence �' X 52.05 VDH MON / ® I/ RESTROOMS WATER S VICE P F i 751.III C 51 Ek ONC WA o / 56.40 4"0 PVC SC 40 SAN. / C}ii15 Lk / e3 O EX. DI-1 -> PROP. MH-1 l y TO PS MU I F ex STORE a SEW. LATERAL 2.0 ° / PROP. TOP = 752.72 " ?\ 7 Ex. / PROP. MH-1 EX. TOP = 751.42 B PROP. DI-3s L=8' Q / IP i 15 m 56 30 c�c. o / PROP. 14"x23 INV. IN=748.56 O TOP = 75240 38 69 2 p�%2 IP L % I 56 4 k'o/k I TOP = 756.25 & EX. 18"0 INV. OUT=748.56 15"0 INV. IN=749.00 �+ rti GP o � L \ , 4"0 INV. IN=749.92 15 r ._� �� I / PR �° 1 / 4"0 INV. IN=749.92 14" x23" II V. OUT=748.88/ I / TO S MU MEC OP. I a /\ \ 8"0 INV. OUT=74� © PROP. DI-3B, L=8' B i _ k'� \ H. RM. c � l- 1 TOP = 752.00 18"0 Inv. Out = 744.04 �,`' ' ,,,4, 0 i ° -2"0 METER ASS / J i o THE EX. SAN. SEW. LATERAL 15'0 INV. IN=749.00 \\ �� SF �/ Ex cant _ M ER VAULT; IS TO BE ABANDONED. I 14"x23" INV. OUT=748.88 PROP. VENT O s Ex. cant 2.07,R (THE EX. LATERAL SHALL Ko%� - �\` -757 BE CONNECTED TO THE / �5 LINES �L m m 1 -6' 22 5� PROPOSED MANHOLE.) �� / © PROP. DI-3B, L=6' `� TOP = 754.80 TLIGHT END T.B. _-_---------- - / / // 12"0 INV. IN=750.10 W / kROP. F H. ASSY qp \ / / / 15'0 INV. OUT=749.80 TLIGHT �y� \\ ` ti� , ' P \ p �0, / 1-6"0 �V & B �� `� k S O� iyo EX. WATER SERVICE � F �� / / U.S.G.S. I �` 1 I' I Ex CoS /won 1 -FIRE HYDRAN l �p/� qti �O yP� IS TO REMAIN AND �<v� f p PROP. DI-38, L=6' ds S q S SHALL REMAIN IN / O _ BM A-261 0� I $ �� /�,\�O S6• O S L E /cam TOP = 755.90 65.76' 14" x23" Elev.=753.�J63 I ti: N �i Of SERVICE THROUGHOUT ry' 12"0 INV. IN=751.10 `\ RCEP ® 0.50% \ I �' �I\OJF �94? A0 S THE CONSTRUCTION / y ^ l 12"0 INV. OUT=750.90 76Owe PROCESS./ � w y �!9• 1 r` Ex. Gonc. Sjab I I /I i N TP A�Op �R \ 4 9t- I ! I s o y 4 0 '*1 /3 E PROP. DI-1 SIGN _ I � l I r Sy q.S' � S 4 +, 6 Oe i l O TOP = 755.90 'PROP. 2 P 12"0 INV. OUT=751 .90 IGAS Lll�f �,I TO PS MU q/,�, / �G /,1, i Exc. 01 � I,�Prop. MH-1 /' 75' R �� IGN / �` " �s \ �j O �� /`v /OE.. Top 751.42 VDH MON Ex Gos l 1` 6S �� Ce / / l PROP. DI-3B, L=8' Prop. Top 4, 752.72 � l \ /von Prop. 14"x23',Ipv. In-7485d` os - TOP = 750.40 Exc. 18"0 Inv. Oulw748.56 / - +. ° tip, 7 X. Nil 88 4 '3 / 27 15"0 INV. IN=745.55 /SF 3j--� ;-�- 06' 15"0 INV. OUT=745.40 78. �- 753 24 \ 752.5, �qo ° '� i \ ,,00ak a e // � L HE -fir - _ - - yl ev - - - - - - © PROP. DI-3B, L=8' 6' ug - - - - - - - - - TOP = 750.75 Ex. Gasop� Sf/.e / 1 HE \� \ o T.B. l/ EX. 6" W `°_ a // a Ex. C HE i W ev I 15"0 INV. IN=746.75 / { valve 75 ' 45 / a �i - - - 754 / i k SF s cv ,� �cV• / --,z54 i----------T-=- �S/ --- - --._- -�'\ Ex.,Sigvr '--- - /--------- I EX. SAN. SEW. MAIN 22.5' \` 151 a N77 �9,0 �' / BEND & T.B. Ex. Sign N L = M1 `\ c. Entx \` ` �� 1 4"ry 1h OEx. Son. Sew. MH ` I 1 N8W34'03"W 89.49' SF �12.98 5.00' Top = 754.76 -4 q Lat. Inv. In=746.58 ` ` -- ----- - ---- -- ti--------- \� - /�\ \`- H ---- / - - 7!9 8`OInv.:,,Out=746.56 REMOVE PLUG IPF GIN W MAIN S CONS? (Approx. Location) Ex. Gas Line EX. FH 4" plo-hp 753 16G Conc. Entrance _AW ,751 91 STATE _ _ � -- � ; • � � ` � -= DI -- FAIR RpUTE 277 = �� TOP=746.14 (VARI AF p�KE (Approx. Location -`-�- WIDTH TH x. Gas Line -- -- R- p_ W) 2" WRPD stl. 20 0 20 60 Scale 1" - 20 ft J Z � Z O Z J I- CL o � v N Q Z w W (D z: Z in C. C) Y LAJ N V W W 4d 0 z � Z Q w C) J m O z W Q 0 W 0 U M � Q z Q cn z W Y_ m 0 O~ W CL J Q > � N�QW>' � w C) ZL+-III.-� V) V � Q X W Q V) r- W N Z = to 5 - 0 a- Z m � M '0 F W u C v a- 0LLJ w O d d d IL r� Q) 4� Lf) to cn N I I N N U � � 0 C 00 `�J 4 m L Ln to , �..� o' �J � � s N C 0 x O 3 F- OP' D t TIMOT PAINTER 9 No. 18260 'OVA (s 1 I' 1 G SSIONAL SURVEY: C. I.: RITCHIE 1' SURVEYS DRAWN: JOB NO.: TGP 9603016 SCALE: DATE: 1 "=20.0' 03-05-97 SHEET: 4/7 AYLOR ROAD STORM SEWER PROFILE SCALES: (H) 1" =50.0' F (V)1"=5.0' T 760 �' 760 H O z O i 755 755 PIRCIPOSED GRADE EXISTING GRADE 750 - 750 EX. FENCE / / .ROUT 6,47 745 z4745 PROP. 5 4'-15"0 RC 7 STORM SEWER ® 2.00% 740 1 740 PROP. 80.00' 150 RCP STORM SEWER ® 1.89% 00 60 -J J M L nO M U0 I L1 L I r cn W r p II r o s� O ��- Oz O O� Lr_ z IZ - CL z Z a- O0 Z oIt O r 0- O II O> I I 00 & M +z + O in f.-.- � + p f-.- In - 10+00 11 +00 12+00 concrete pad V-6" sq. x 6 screw type valve bolt Flocator pep 18" to thrust -block 36e mim valve nlagaklg to rna%1 Roombg �- 8-x 8 x 16" solid block (forr valves 12e and ww) GATE VALVE Figtlwe 8 r-411" - merxrn. sranaon snit FITTMiO VOLUME OF THRUST BLOCK N CU. YD. I slzE � 11-1/4' T 22-,r2° 4,5'- 90° .. •.. s' 1.3 23 ew.ch bolaw 10' 1.e 3.7 12, - 12 22 5.5 urd arubed sera - aroma bedding 14' 0.6 1.7 32 7.6 TYpl ♦I cF TQN 16' 0.9 2.3 5.1 is, 1.4 32 6.3 20' 22 4.6 7,6 derove w saaeveson 'D- _ , 2' min to W 1 c' and wrer pwo �- _ lr min. for 1r trru w- We sw curt below lbr A. S.C. M»n-area. rnaKwrTF OIiEM3MANS FOR HORIZONTAL TiHRUST BLOCKS pow Die PMgsl lMyea i Teen 11 1W and 22 1/2' BtlrrSa 46, and 90' Btirlde A I B C A B_ C M B C e" 1'-0' ate' V_r o'-r' a-r o,-r v_r ate' 1'4' a^ 1'S a4' 1W C4r' a-r ow V.4' a4r 23' ilr I 1'4' a4' 21a' 1'-T ate' I 1'-r 11.41" a -a' 74' 12 1 1-V 1'4T 24' 1 ••3' 14r 1'4' 2.4r 1.4r 74r 1,r 2-0" 1.0 Y-0' V* 1 -0' 1'4• Fr 1'-V W-M it Z-r V-0' 3.4' red' 1%fr 2-0' r'V V- F4' 1Mr 24" 1,-r 3'4r 'Ar V-r i 24r 3'--0' 1•-3' 4'-0' 20' 74g 1'4' 4'd V-r V-V 2'4r 3' -7 1'4' I F-T CONCRETE 'THRUST BLOCKING Figure 2 STORM SEWER PROFILE SCALES: (H) 1" =50.0' A TC (V)1"=5.0' D E 760 760 i EXISTING GRADE - PROPOSED GRADE i 755 755 EX. 1 15'- - _ - 18"0 CM 750 750 PR P. 64.0 '-12"0 RC - - STORM SEWER ® 1 .25% ROP. 38.6 '-15"0 RC PROP. 9 .49' 12"0 RICP 745 TORM SEWER ® 2.00% STORM EWE ® 0.8 % 745 PROP. 65.76'-23" 14" RCEP STORM SEWER ® C.50% 740 740 N (` In 11 a- 06 c0 II J W N Z r r CDO 00 O 00 O 01 Q1 z� 0w p �1 �� r p r r O r r11 X z O oz > O-Z Oz O oz O O 00 W =� � 00-0 O 00 cD r-'� N �Z Z r- Lnz Z r- � Lnz r- O 000 urn- - r II II II rn II OQ� X X triaeX (D 0 U) �t use O N in see 0 N N Inge cD O N + a-a-w + I-r- r + �� + �.- 10+00 11 +00 12+00 13+00 stone awroglaft STANDARD repave to 1-1/2 times onglInal thickness -saw cut to be made at time of replacement entire trench to be compacted 21-A 6" TRENCH & BEDDING Figure 1 concrete thrust block r SANITARY SEWER PROFILE SCALES: (H) 1" =50.0' M1 (V) 1" = 5.0' M2 z O U (n Ul IW = > � 0 3 760 W 760 I EXISTING GRADE 755 - - - - 755 EX. 6" WL 750 0 750 745 _ I 745 �45.95'-8"QPVC VPROP. SANIT RSEWER @ 2.06% 74O CORE D I L EX. MAN OLE AND 74O INSTALL OT & PR P. SAN. LAI. I _ cD r 00 tf? I w w co Ln CC to cn cD (n Z NN Q II r II ZZ� rn rn rn �6� cn >-O rr II X �_» r Z Z ( o Q:� N z z O W d I.D o r- S`� In zO rl- z z II O O CLO 0 X X X In 'ct a 6 9 0: + 1-dwW + f--t Ft 00 10+00 11 +00 by d manacle at "on in pavemarr areas udass owwwwiee dreclsd 1'41' lop sttai be set I men above grade in easement areas ;; ,- a4++m s1Yd pad r stibk- r da. schedulew'.. 3• `"• oatrerMpftice 40 steel ppe filed leilMt �' T 4 Cots (3/4- de.) corrxtsfe and panted T IT yellow 2 I adjwtttrerr nrW (i t' O. � 3 18" ells. r max concrete. en 'atenlent 'TTT oo creM ASTMC-150 2' or 11r 4000 psi dyp ) prorwer 301 newt appfad betwow pfnb amd an amanor aide d puts giro we b be seated sefd 'O' rrtp ow"w -T direction of setting to be approved prior to installation �ss n * rnin. - 6' stone to be mlrwnum of 6' above top of base FIRE HYDRANT ASSEMBLY Figure 9 concrete pad 1' r sq. x B' deep screw type adltAtsbie valve box variable '- VID --p�pe b nlarttrple aprrecb0n to be by flerble tisane riven charnel to proMbt.a entoo•t ranaAOn fin la Olt. 7-0, mot. for a.rre coctions C-cr man grout boom of nim txls - --- by of bend+-wM la form ctnarrnel : • :;: i?' • t„tir1,sri .:: ?:'{'; :°:' :i`:.:!r ' • :!.r•'' tame alev tl top oil me r• r•r r r , , rt ,•r. r•:•r r.: rr r i r baddi g aloe. --- - locator pep . NOTES t MarYnoba 8001w a ohafl have an external coatwtg of approved barnnaabc wabr proofing pew to insUmbon 2 f► adluMmert eNwatm exceads two fncrwre uee concrete sdWrnant rungs won a •xterfOr 000ing of be n -tic water procang 3 Final slope adjtrMrttara of manhole frame may be by sterna and non•shrMllt grw 4 Sold pad 10 be plaoad around manlrobs located in sho ldam of roads 5 Flat by casting an" be used on shabcw manfwls 16 ft or face) wo - ' t-. nischan" joint swivel lee wllh 6- branch STANDARD MANHOLE Pqure 12 WATER LINE PROFILE SCALES: (H) 1" =50.0' (V) 1" = 5.0' 7601 760 EXISTING GRADE F H. ASSY. 7551 755 HIGH POINT OF PIPE 36" MIN. CLEAR 750 750 PROP. 6"0 0 PROP. SDR 6"0 PVC, 21 WATER MAIN 745 SAN. SEW. 745 740 740 � m a Z 4d O d U O 48 N LZiJ m C) z w _izo;n OX m V) m OM Cv U N O F Q WZ� 9 LJ NU o = (� L � > cD W I o� ofQ a- 3_ X a o z_ o Q o O 000 O 00 W X O I.0 N U-) N r P7 + ma- + + + + 10+ 00 11 + 00 tlaadtd Hal lop for Gtil n Okoe ett�t dare 1' fwrrler erarfnolt earlared in tap fitifshed wade tees 2' trra M y."wly fee r-------------� ------ ------ 3' veer faction for 4' 6omew mv.hole raodea, bon j j ailh cows Ir teat. I Ford FrW77MC-151 typr K ceppor I I I I LAIM "ft w by Fm) ltbetg (no pinb I I from ream to 1 alb stop) 1 I I I soddk wlr - corporobon- stop I 1 - I bat vatic. curb VOW man pads. us f 10A titid wypwt tltds %awe "Web" sal rrdeT cetiesr tltMtr �" lJO011e t1a�IQ r s 3 nos-c area. � r 1T !f eccas floor - Naidoy model Sit3031), or ar ofipraed epod in traffic eeo 2� r M hooey duty access door - Nofdq ctiodd 111111112424, or ow eppovial equal CUTW NTAL 1 VT creel 7 METER MTN. A1TM Flp" 6 Amended April, 1996 r� F�- \ Q O Z N J z � 0 W P p p � Q v c� cn Z J Y LA_ 0 W � c� C- LLJ F_ J_ z 3 Q tz 0 W = F- IF-- Z U Z Q Z _ V)Z O W p U QV)� W J(� a > = �F- y / w w C� Q >- o z LL_ �-- �- U Y V) U Q WZ F- W W V) OC N Z _ w r O ^ t..L Q m ~ p 0r N W Z Cl- w W Q O 0 O Q' d O O N :30 � I � N N � c0 cb p cfl (D � � 00 O U 0 > Ln In �n L m � � 0 -C -C -C a U C .. N X 0 LL- O �TH OF TIMOTHY G. PAINTER 9' No. 18260 u, i I ) q 7 �W4' SSIONAL E�Gti SURV :Y: C. I.: RITCH E N/A SURVEYS DRAW JOB NO.: JDJ 9603016 SCALE: DATE: AS S�CWN 03-05-97 SHEE_: 5/7 DUR-O-WALL HORIZ. REINF. • BRICK do {" BLOCK 05 BAR VERT. 3" DIA. GALV. STL GATE POST CONC. FILLED AND CAPPED ANCHORED IN FTG. 24" DEEP. GATE FACING PANEL OF 1/2- PLYWD. TEXTURE 1-11. FINISH TO MATCH BUILDING. CENTERLINE OF 2-1/2-X 2-1/2- STL TUBE GATE FRAME 1' I.D. STLPIPE 12" LG. 1-1/2'X 1-1/2'X 3/16'X 12" LG. STL. ANGLE WELD ALL AROUND 2-1/2' SQUARE GALV. RE STLTUBING. 3/16' WALL PROVIDE DROP ROD 3/4.0 GATE FRAME W/ 30' LONG AT EACH GATE DIAG. BRACING PART. PLAN 0 GATE N.T.S. FRAME DET. ONE BRICK COURSE AS 4' CONC. CAP OR AS CODE REQUIRES —_ BLOCK WALL DUR-O-WALL HORIZ. FILL CELLS W/ CONC. REINF.-ALTERNATE COURSES OF BLOCK AND UNDER CAP. — �4 VERT. NOTES: T 2'-B' O.C. 1. BRICK FACING TO MATCH BUILDING I Ij4 DOWEL ON 4" CONC. BLOCK WALL AAT 2'-B' SEE SECTION "A -A' FOR DETAILS. <o O.C. 2. 6' CONC. SLAB W/6'16' w 1 co 12' W2.9XW2.9 W.W.F. W II 3. TYP. WALL FTG. 10'X16' 00 3' CONT, W/2#5 BOT. REINF. 4. 6' CONC. APRON W//4 BARS 16'" "'t-, a _ O.C. BOTH WAYS. ::•�:r.';.;;•�' • - 5. FOR SLAB FINISHED GRADES, ;.��;.�::;.;.,,• SEE GRADING PLAN. 6. ALL STEEL FINISHES ARE �'� ' ' �':• .��'• �'�• .'.�.� TO BE PAINTED TO MATCH •lam '',�`' . , t�•. •' • *y METAL SURFACES ON BUILDING. 7. ALL WOOD FOR GATES IS TO be 1 BE THRU-BOLTED TO TUBE FRAME 3' 10' WITH 3/8" GALV. BOLTS PONT.1'-4' AND HARDWARE. TYR SECTION 'A -A' N.T.S. - WALK AS SPECIFIED 03 RECOM4. rl P TOGBEOFLUSH (CLEAR HANID AIL W/PARKING II II I II II I LOT SURFACE 4" THICK II II _.. yTHICKENED J ---_-___-----L G EDGE FTG. ELEVATION A SECTION "B-B" _ M•• NOTE:HANDRAIL TO BE CL o I'•;,..:'.':.'��, ', INSTALLED ONLY IF v-'i I'' REQUIRED BY LOCAL CODE. X I NOTE:RAMP TO CONTAIN 6"X6" W1.4XW1.4 W.W.F. N I EXTENDING INTO FOOTING. RAMP TO BE STAINED BLUE AND I , HAVE A ROUGH BROOM FINISH. — B / A 1:10 MAX. SLOPE � 6" A.DI.A. MI . 1:10 MAX. SLOPE (60 RECOMAMEND D) CONC-. -RAMP--INTERNAL - -- -- N.T.S. JULY 15, 1992 2-1/2'X2-1/2' STL 1/2' TUBE STIFFNER SPACE C 4"X 2"X 1 /4' }� } STL. ANGLE 3' LG, } I TIE TO WALL W/ "J 3/4' LAG BOLT 4' LG., WELD ALL AROUND GATE POST, 2 1/2' rose,`� 4' 3' e BOTH of SIDES 00 ALL 0 AROUND - , - — 6"X6'X1/B' - - % GUSSET PLATE re 3' DIA. o INSIDE ONLY PROVIDE DROP I ALL FOUR is ROD 3 4.0 30' LG ^ CORNERS (TYP) AT EACH GATE WELD ALL N SEE DETAIL TOP OF SLAB I I AROUND L.J PART.GATE SECTION N.T.S. GATE ELEV. 13'-4" E Itar�Y�l 1 1 ' �1 =J li �1 II �t 1' 1 11 16 it 1� it 11 1 1 1 �S J^ E i 8' d 13'-4' [6 10'-8' TYP. WALL - - - - - I FOOTING I A I A } 6' CONC. SLAB W/ I 6'X6' W1.4XW1.4 } W.W.F. (TYP) (ADD 2 /5 I IBARS IN ENTRANCE I 1 /4' SAW I JOINT I I F---- - I I ----j I p 0' h )� I" r� ALT. WALL PLAN F N.T.S. ALT. FOUND. PLAN REFER TO SITE PLAN FOR APPLICABLE ALTERNATE CONFIGURATION. SEE WALL do FOUNDATION PLANS FOR ADD'L INFO. I AYLOR ROAD o, RIGHT TURNMG LANE TYPICAL SECTION a j N. T.S. L.i I K �- EX. LANE (12'+/-) --- I 1.5" SM-2A f 4" BM-3 8' 21-8 COMPACTED SUBGRADE l D I - 3A - 3B - 3C s A . R' Smooth DowelHOOPprox 12"GC to be pieced m ate orom odloc font Gdvanred 0101e to M °•"o to ,lDutfing concrete ro prevent Ntllemenl. on an angle of 6e'30 crow to �Y�•tt•f a arlrJ.orW with(', 4•et piateor /Gal roe)red E.oarts•r .kwu of 2' ctas stftl0ed to both date (\ E.patron Joel- et 2' c-c. --back of Sldeseolk-) _—Fa denote of Inlet Freme a Cover t an ffM•W FY we St'A IC-2 /I B• son C O E...vN . a,- %• • ' • .. TTT .r.d«.. 1 r 11 e• e- 1 s.«.w Typo A TytA e r I1 I - - - - { T . i slur peer e..wera t Iy�y1 yylh_� ..wr. t. sta" ".II .r r,c -' y l e• t �_ a--F-1+ I --- _--- - Y�NOSE DETAILS T erw II III M ' yen of Core = e•ddedo II III -o.. Yd 11 lot M D Crock Conn JoM ~� • - A ' 11, fi.rn, flws !«.bile C.naY 10 r Ms . _ (crack Canoed John • N wmm 4 e.ee "'ns el "0" Cre or ..in lmpre Cdrb, gutter is to be wvfted.Ues d"l) s o• n . 'fin 6' San PLAN • sow. ---- q'Mm --- OrsoN This died may be far then. In rhos, core the e•takes po^shdrl o•twa, will apply only to curb or curb and gutter 1 t• ''• pre r 11 e i--I'- �- — -- SECTION 8-8 A 8 ' I t tell Cw.n ,Milt sere D Af.w..h f --2. -----1- . ,foe' ar4r hen t EI I for a 1 r to 3* assesses, it Type A noes atwl shelf foe wed tiro E' ' •1-•f.reed.. bi•ed rents vAA Cc-3 • CG- r Ste ndes, dt Y .._ _ _ _ _ !' fXrnst•. FRONT ELEVATION Type a nose drat sha! be urea less �� we de He is : _,0 (OW(. ..-it) with CG-2 S CG-6 Stfonerde M �tssfo. t 'rsorAwor. cloth J •dtoerlet weephele 4 W IdC01ea 1 D A ti The event the ,lee, f of the ouffoll •0 dram subbion —4—i We" pope s n,gnel (non fix ill, cement t KNPt ae Io ke hard .I•n I '.I2 t strc e.ore of Ihn SI„✓fur e,lrx ,r,vdil of 1ha sir„^.IurP wlldl b! SnapeO with Cr1Mn1 0 e 2 0 O nut - _ — po.eee .nett N. v4' 1, n 1 4 cloth mesh r o lwre steel 0 1. w Noels Srnndn.d tiers ma be cplstrK red ran cdK,e)4 0, to Ic nre.e•,i ,,. ; vv;I 1; Im"Me:I pI .met n Irx fin ut.l°4 TM N e' ' . O••,e, Work , oc-dance .,in the defrN shown on r�, �, •.,e� .r,nv �'I stwl� Ge ,rc1„]tit �r. n,c n e h•n Ir,. Ire snv<lu, vas ita clot lncn•n.ed f" nmesh -,- Still e'T Id""" e" Smndo,d oro.ng of-►EB trerfown�arn onchond firmly ,o e'1--t'•r --1 e' For dimensions ono ovonrrtleo rot ehe.n see oheet 2 el 2 eelsfee of st-lore. - --- -----------._.. SECTION A -A DI-3A DI-39 DI-3C r---- L ---I IF"_--_ L --y Y.— L "•I .Ads. .1 f'll L�--_-------_---__1• •l _---_ I -__ .+•..yt. �ertMfAwa N I N I I 1 fy. ale. I 1 � _• 1- ram= / • For we to eogs foe, r •^ e,•••s sea sIAM to be ey—tricot y---1'-d yytlerl eln~ w eft. no a., .. M 0"" • .cd-does ..0 $ebstore few IS -I. tl. cede of it,-raq M Need .• mrrrie The'N'dfinenston shown on the standards and +eud.aa re 1ne .Ir , • a waded w aw wtee W tw firs died rtwr raed4p DETAIL WHEN USED spoeI" of the tot, atom .m D� ADJACENT TO CURD dine son from The InsNlrt of nM outbll niarr to Cher Ifo0 el the sir uc lure Pan M' Letp4 el she ILI ,It, n awry to", he shows a tlksm WITHOUT GLITTER dine son are otiaoalmae any to esttmaring punrooses area the oaam dimensions snort bedetemined Dy rise cant roc to, Iron hem Icondltrons whsn 441 n wad it, 4'-a' wow, Beek of AWt is to be shoed r. turn. .Nis erwe.N cur► TN. its- Irw, led peco•1 or con m 0.c.. Sheet I of 2 STANDARD CURB DROP INLET SPECIFICATION u u t REFERENCE 12 -30 PIPE MAXIMUM DEPTH (H) = 8 VIRGINIA DEPARTMENT 233 104.09 _ 302 TRANSPORTATION B NOTES Shaping of manhole and islet inverts in occordance with this drawing Is to apply to those sf..cfu,es specified on plans or where �h,,ds of pipe Is above invert of structure. Monholfo or drop (Nor so b Do formed and constructed in accordance with opplcobfe standard or special droves The Invert "ping as detailed hereon is to consist of a Portland Convent Concrete mix conforming to Cass A 3 or Class Cl,except that 25% of coorso aggregate may be up to 4" n domole( anal cpnUst of slope, broken OnCk, Broken concrUa, o broken canenN dock The surface shoo be left smomh by moons of pond Imrelhrq None of the co lru aggregate shall remain exposed. Detods of ,nve,f sloping as shown tenon a,o for esomple pwposes only. Eocn rranhois a drop Intel n to be shaped Individually to best fit the parts ulor nfot and outlet configuration and flow lines 8' 11'-4' SEE DETAIL SPLIT -FACE BLOCK TO MATCH BOTTOM COLOR a STYLE LIMIT OF CONC. ON PROP BLDG. [CURBING I t r\ 12' 18• 3' 0- -8' 8" :e• 8' �'_n' R'_n• 0" 1\ I C 2 GATES (SEE GATE SECTION k ELEV.) or 1,L TYP. GUARD POST V STL. PIPE FILLED W/ CONC. 5'-0' ABOVE SLAB (2'-6' IMBEDMENT) _ 12'-8' WALL PLAN 16'-8' 16' �6' 6' r-2'-0' - ------ <c f------------ 6' CONC. SLAB , . �—� o*,\, (/ — — — — — — — — 1 W/ 6'X6'W1.4XW1.4 I � N %-- — BASE FOR 6' W.W.F. (TYP) i / STL POST 3'-0' DEEP } (TYP) ADD 2 BARS I IN ENTRANCE - o i JOINT SAW I 14 HAIRPIN (TYP.) 6' CONC. APRON (SEE GEN. NOTES) I T /I I — — — — — — — — — — — — j- I — — — — — — — — —I . Eo . I TYP. WAIL I , e o °D N I FOOTING I L------ —�--� I 12'-8' 24' FOUIOAM PLAN BRICK TRASH ENCLOSURE N.T.S. OCT. 15, 1989 w Z 3 O 4' J(Max.) DUMPSTER PAD DOUBLE LEAF GATE DETAIL N.T. S . GATE LEAF GATE LEAF 1/2 SPAN 1/2 SPAN --{ ., SCALLOP TOP OF FENCE, AS SHOWN. 2x6 TOP RAIL ,I 1'X6' FACE BOARD, TOE NAIL EA. 1'x6' 7 W/ 2-8d (EA. RAIL) I io 2 X 6 RAIL a, I � d W 8'-4X4 POST • 8' CC --- 2X8 BOTTOM. RAIL ATTACH RAILS TO POST PROP GRADE W/3-10d(EA. RAIL) I I I I 12• DIA. POST HOLE, I 1 I I I yI I n FILL W/CONC. /✓.' I. f• . NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE BUILDING k PARKING AREA. Shape o ldnobsr of Dlpe. i A � A e • s q Slope to drown ~1 of Duller pipe 01 SECTION A -A METHOD OF TREATMENT IN DROP INLETS PLAN SECTION B-8 METHOD OF TREATMENT IN MANHOLES SPECIFICATION STANDARD METHOD OF SHAPING MANHOLE 8c INLET INVERTS REFERENCE 302 VIRGINIA DEPARTMENT Of TRANSPORTATION _ 10608 • 4 LB/FT 'U' CHANNEL (GALVANIZED) : 8 00 bite ci Z O in 1 1 /4" M • LNi1 4 3 1/2- POST SECTION SIDEWALK N.T.S OR FIN. GRADE SIGN NUT AND LOCK WASHER CONCRETE 5/16" MACHINE SCREW OR BOLT POST MOUNTING N.T.S. N.T.S. SIGN POST W ACCESSIBILITY SYMBOL & "VAN ACCESSIBLE' SIGN MOUNTED BELOW. L.-17t INTERIOR R P 1 I ( PARKING ONLY M N I PARTIAL ELEVATION N.T.S. SIGN POST WITH ACCESSIBILITY SYMBOL - FACE OF WALK AM . SEE DETAIL 10 ALTERNATE EXTERIOR RAMP. DETAIL 4' / \ y SEE 9 O __ PAINTED STRIPING '-6' - AL a O.C. AT 45' N FRONT OF RAMPC%i o YELLOW REFLECTIVE) w PAVEMENT MAXIMUM SLOPE 2% IN ALL DIRECTIONS. MIN. PER ADA n rn �96' MIN. PER ADA L96' 96' LOCAL CODE WIm. rEn n.u.„. LOCAL CODE OPTIONAL HANDICAP PARKING STALL DETAIL N.T.S. - ----- ----- AUG. 5,1994 i- STONE CONSTRUCTION ENTRANCE 7W Nits EXISTING PAVEMENT A 3 S:1 \ FUTER cLOTN f JAM. A "P"7 \MOUNTABLE BERM trnoNAL SIDE ELEVATION EXISTING GROUND _0 —NUN. T e VASHRACK ta' N1N 1 10PtIONAL, -I- 10, MIN i l2' MIN EXISTEW, L VDOT .l ~� POSITIVE DRAINAGE to, MIN COURSE AGGREGATE B TO SEDIMENT TRA"ING DEVICE blUST EXTEND FULL W*TH OF INGRESS AND EGRESS PLAN VIEW OPERATION i - - -- -- ,7• "n---------- MIN .nN FILTER CLOTH SECTION A -A PELNEORCED rCss TE ..DRAIN :PACE SECTION B-B I NATIONAL STANDARD ACCESSIBILITY SYMBOL PAINTED ON PAVEMENT. (YELLOW EFLECTIVE) DI -I 1 1 Steps are to be peovidN when H Is 4' 0"or grodr. NOTES For details see Sid ST-1, 4'- 2' 2' 7• _w AF 3'Doa weep hobo Madmen depth I.,q to be 10' For greater depth use Standard DI -IA T • • 12'fnn. When spent led on plans tree love,f Is to be Moped _ 1n accordance birth Srandow Pion IS- I The cat of �� - furnishing and placing dl materials nddenlal to We N t` A A r: c c I shaping Is b De Included m the price bid for Ihe drop -,;, J >: ' IZ• IY-kS"-bar 24• R as seem inlet comWele, l iN eu yy in True item "toy be precast or cost m pfoce _. - - • - I AM cost n place co, are to be Class A3 For precast Sae 5Mrt 10303 '-le, 1_ -• The'i1 Amenuon shown a, eve Standards and specified T on the pees wall be measured from the Invert ro the out - SECTION A -A toll pope b the by of the structure Poon'H"dXronsions 9� F•-- 2'-7"--•{ 9}� - are approximate any for estimating purposes and the actual dimensions shall be determined by The Contractor from field conditions h the MN We iNpt of the Quirk, plpo a W •tee PLAN 4418'Sn•.,WhOsese opprol Iz" CONCRETE QUANTITIES FOR MIN DEPTH ( Wit. Removed) C- C to be (,,aced in of I area adlocont the baton, of the st"Clure, itts nwrf d fM sbeA,e 4' Weep note with 12", 12" plastic hardware to Gborflit'. Jnerete to prevent 12"cone pope - 1440 Cu Yde Concrete smill W shaped with comfort new to to prevsnt ;ti ding cloth Uri mesh or r)olvdnX2ed steel wire , se1lNtMn• 15 ' cox Pipe - 1528 Cu Yck Concrete a pnldiwg at waiter n the structuw The cast hot ouninaen wee did 0 03 inch, number 4 in Iteu al do,,dfoa 2's4`no" may he 18'ca,: pipe - 1620 Cu Yds Concrete iderI shapYp final be raided n They am@ lad far mesh hardware cloth anchored firmly to aaylded. S= ,Sloidard T-DI-3,4 24 conic poQe- ke17 Cu yds CsncrNe Mee slrtCXXe outside of structKe dltentate d -.. Add 0.469 Cu.Yde per additional fapt of dNM1. - SECTION STEEL r�SECTION CAST 00t: _ .-f„ NOTES L2is2}■} t-7 to-4'lortq �J Llpf to Clue welafoa ,11� cast with collar peel. p. .11L� IIu11 �11 I1u11 1 `+l �ri �n bit My oiler hate methods of anchorage, C II Ili �Jf C mfoetnq fM oppr oval of the Engineer, }p may be substituted to, the cost von Opice ` IynIT O N lops at shown heron. wad el.elb. 66!3 1De � Brace Ribs IIJI I � IJI oil Connectors / excited" WC11dilg jy rI_ b colio, —1,_.. 1 cor"Clars lugs ' M STEEL CAST V E AS 1 IRON i l 4" Stud SMor } - } e ♦" i h connectors - _— __. �-� I 1 SECTION C-C !-2{ SECTION B-B APPROXIMATE WEIGHT DIMENSIOM F M Cast Iron CAST IRON OfdY Grote 363 1 13 la �i DETAILS OF COLLAR AND GRATE SPECIFICATION S.TANDARD DROP INLET REFERENCE 12'-24' PIPE MAXIMUM DEPTH (H)=10' - 233 VIRGINIA DEPARTMENT 302 TRANSPORTATION -- - CONSTRUCTION OF A SILT FENCE. (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPF. ALONG THE LINE OF STAKES WMAX. hit riot III - 3 STAPLE FILTER MATERIAI. 4 BACKFILL AND COMPACT , TO STAKES AND EXTEND THE EXCAVATED SOIL IT INTO THE TRENCH. i FLDr SHEET PLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) GRAVEL L CURB INLET SEDIMENT FILTER GRAVEL /4tER' ---. --12-- RUNOfF WATER //-- wtRE MESH lERf f1 wAIER iFOtUEN7 -' M `a I el' CONCRETE COTTER Z �_ CORK INLET SPECIFIC APPIJCATION TIUS MEHIOD OF INLET PROTECTION IS APPLICABLE AT CURD 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 13. /357 OR 5 COARSE AGGREGATE - — GRAVEL AND WIRE' MESA UR01' INLET SG'DIMENT FILTER Tj�ijRj—jj �I 1 �I II�III aP SEDIMENT GRAVEL (12-MIN. DEPTH) - WIRE MESH FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL DE VDOT b3, #3`i7 OR #5 COARSE AGGREGATE NMI N Z O w � CL o � 0 co rat U Q z w 0 a 3 lal > w r` m Q O O _ z 0 0 — � a 00n Q H Z Z Z 0 Y U Z � � Z cc 0 w m W U 0 Z Q W 0 Z C Vill �fo Q Z= NZ Q — p � L&J QW CL QW II— w X� 0Z4.N VQY�—V W�taQ�' Z fded- W N � � 0 � QmLa G W N W W Q O 11 41 0 r` r N N N U (D O D In Ln 4 L 0 +J 0 C a O U a n C LL ee� OF 4�AZ,TH Ar o TIMOTHY .PAINTER 9 No. 18260 V '3I t�/9-7 DRr OFc ---------- CSC ONAL pROi[CtM DEVICE (tJAAlrw1A)AItM AND A rttARrNyt erro ORAMNg� SURVEY: C. I.: PROPOSED GW`Dfli RITCHIE N - - " SURVEYS DRAWN: JOB NO.: ,,, bi,rppT 11 LEss 'tom TGP 9603016 CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES SCALE: DATE: — N/A 03-05-97 - -- SHEET: 6 7 o m 12 1 4" SPEAKER BOX ASSEMBLY - - 1/4-20 BOLT (2) REVED. 1/4" PLATE W/ OLES THHREADED HONDU MOUNTING POST W/ PLATES WELDED TOP & BOTTOMI CONDUIT SHOWN INSIDE MOUNTING POST TOP VIEW: II POST COVER ASSEMBLY' It_ BASE PLATE MOUNTING POST + BRONZE ANODIZED ANOIDIZE N ALUMINUM EXTRUSION - IT 1/2`-13 NUTS (12) REQ'D. II 4 USED AS LEVELING NIUTS F1N.GR. OF DRIVEWAY ItA.- 6" CONIC, CURB Ill I II _ 1 21 ` L SVCE AUDIO TO MENUBOARD 1/2'-13 ANCHOR BOLTS, 18" LONG W/ 6" BENDS, (4) REQUIRED NOTE: BASE WILL VARY W/ SITE CONDITIONS k DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR. SIDE ELEVATION N.T.S. 3/8' MOU PLA' NOTE: USE (8) NUTS TO ATTACH ANCHOR BOLTS TO TEMPLATE AND SECURE IN CONCRETE. 69 1 /4' POST TEMPI SIDE ELEVATION N.T.S. 3 PANEL BILLBOARD ORDER STATION NOTE: THIS CONFIGURATION IS TO BE USED WITH SPEAKER POST. NOTE THAT DIMENSIONS ARE CRITICAL. t-- COMM. SYSTEM CONDUIT (3/4") (TO SERVICE WINDOW) 60" � � \ MENU BOARD (13/4')AC4.28 �4T /� ' AMPS TOTAL SPEAKER POST - 58• DETECTOR N N FACE OF LOOP 40 i CURB C) to ORDER STATION LAYOUT NOT TO SCALE MAY 1, 1995 0 w w U x w =CD QI Z M J J a r fn 6 N THAW 1ENTER a MOD U YOU ONE 7 1 2 3 EMT 091E QOC�C oo Now - TURN Obyl Ls�D� WA ly OG�d �l ENTER NOTES: SIGN FACES 1. 11 MESSAGE/SYMBOL BOTH SIDES 2. ALL AUXILLIARY SIGN FACES TO BE CONSTRUCTED OF UVEX 5000 (EASTMAN CHEMICAL). 10" lot EMBOSSED FACES TYP. 2 SEPARATE DR. FACES EA. SIDE .063 ALUM. CABINET SEE ABOVE FOR DIFF. FACES DUREP 71-31. BRON2 GENERAL ' CONTRACTOR TO PROVIDE .04 ALUM. PYLON COVER ELECTRICAL FINISHED IN 71-313 STUB -UP DARK BRONZE FlN.GR.-SEE NT.4 SHT.C-1 1/2`0 I I NOTE: ELECT. I BASE AS CONDUIT REQUIRED BY SITE CONDITIONS z _ u. THE DESIGN IS I — I THE RESPONSIBI- i LITY OF THE SUB �— _ _ — — — CONTRACTOR. METAL SIGN CABINET (ILLUMINATED) NOT TO SCALE CONC. BASE REQ'D. WHEN SIGN IS NOT PROTECTED BY CURBED ISLAND. a N AUG. 19, 1994 NOTES: 1. ALL FOOTING INSTALLATIONS FOR SIGNAGE TO BE CONSTRUCTED BY SIGN COMPANY. 2. GENERAL CONTRACTOR SHALL PROVIDE ELECTRICAL STUB UP. 3. THE METAL CABINET AROUND THE BURGER KING LOGO SIGN AND ITS CORRESPONDING SIGN POLE MUST BE THE SAME BRONZE OR RED COLOR. BRONZE IS THE COLOR PROVIDED BY THE SIGN SUPPLIER. TO PAINT THE CABINET AND POLE RED, CLEAN CABINET AND POLE, APPLY ONE COAT ZINC CHROMATE PRIMER AND TWO COATS OF "SAFETY RED` GLOSS INDUSTRIAL ENAMEL - PITTSBURGH PAINT 90-306, SHERWIN WILLIAMS 4081, GLIDDEN 6920 OR EQUIVILENT. (NOTE: LIGHT POLES, CLEARANCE SIGNS, DIRECTIONAL SIGNS, MENU BOARD, METAL FENCES, ETC. MAY NOT BE PAINTED RED.) 1/4" THICK FORMED AND EMBOSSED 21-3/4 TYP ONE PIECE POLYCARBONATE FACE. —' d w z i3 W 00 } I m ® - W -- Z3 � 8-1/2* —� TYP. NNR VET HIRM - w 2 AUXILLARY SIGN — FOR DRIVE-THRU z STORES ONLY.01 STEEL TUBE TUBE do SOCKET DUREPDX 71-313 FILLED DARK BRONZE. W/GROUT. FINISH GRADE METAL SOCKET % SEE NOTE 4, SHT. C-1 --i— --— I I BASE AS REQUIRED BY SITE CONDITIONS. DESIGN RESPONSIBILITY — — _ — — OF SUBCONTRACTOR. I 7'-0 MIN 7'-0" MIN. LOGO SIGN (ILLUMINATED) 1 NOT TO SCALE OCT. 1, 1996 1. FOOTING INSTALLATIONS FOR SIGNAGE TO BE CONSTRUCTED BY SIGN COMPANY. 2. G ERAL CONTRACTOR SHALL PROVIDE ELECTRICAL STUB UP. 3. THE ETAL CABINET AROUND THE BURGER KING LOGO SIGN MUST BE BRONZE OR RED COLOR. ORO E IS THE COLOR PROVIDED BY THE SIGN SUPPLIER. TO PAINT THE CABINET RED, CLE THE CABINET, APPLY ONE COAT ZINC CHROMATE PRIMER AND TWO COATS OF `SAFETY RED" GLOSS DUSTRIAL ENAMEL - PITTSB GH PAINT 90-306, SHERWIN WILUAMS 4081, GLIDDEN 6920 OR EQUIVILENT. (NOTE: T POLES, CLEARANCE SIGNS, DIRECTIONAL SIGNS, MENU BOARD, METAL FENCES, ETC. / MAY NOT E PAINTED RED.) SCOPE OF WORK 1. GENERAL CONTRACTOR LOCATES OF SIGN AND STUBS UP CONDUIT AS SHOWN. 2. SIGN INSTALLER EXCAVATES (BY HAND) FOUNDATION AROUND CONDUIT, SETS 6' SQUARE TUBE OVER CONDUIT, POURS CONCRETE FOUNDATION TO BOTTOM OF CONC. BASE. 3. NERAL CONTRACTOR POURS CONC. BASE, PULLS WIRE I CONDUIT. 4. SIG NSTALLER RETURNS, SETS SIGN, CONNECTS WIRES TO SIGN RES, WELDS SIGN BASE, INSTALLS SHEET METAL INSET. 5. GENERAL ONTRACTOR GROUTS/CAULKS AROUND INSET ER IT CON CTS CONCRETE BASE TOP. 3'-11 7 8` !a'_ �•1 6URGEF -- KING ��d I■ 1111112'M z_ EXTRUDED CABINET W/ RADIUS CORNERS. GED TOP RETAINERS WHITE BA OUND - FORMED POLYCAR ATE FACES ORANGE UN, PMS 1235 EMBOSSED RED IRS, AS 185 EMBOSSED FA TO E DISTORTION SCREENED AL RETAINERS & FILLER TO BE D K BRONZE GENTARI 1000A ANGE BUN, PMS 1235 EMBOSSED 2" DIA. REG. MARK - SPRAYLAT RED A8 3465 EET METAL INSET B BY GEN. CONTRACTOR 2' ` X 6'-2" X 2'-0` (3' X 6'-2` X 2'-0') 2X2 1 16 WN' BY G.C. 6` SQ.. 75 THICK STEEL SQUARE TUBE & C. FOUNDATION CONDUIT 20 AMP CIRCUT WRING IN OF SIGN MTG. TUBE 9Y GEN. CO ACTOR. TION 3' PIGTAIL I I SLOPE �. 4` SQUARE GROUT J STEEL TUBE TOP ALL OUT BOTTOM TO DRAIN — OF SIGN - FIELD WELD FIN. I II I GRADE 6" SQUARE (TYP) --- 1 STEEL TUBE CONDUIT 4" 2`R �\ .4. .� G. • n:•. Concrete to be Class A3 if cast in ploce,4000PSI if n e. precast. i a ' Surface aD . e Bose o >; This iNrn may be "coal or cost in place. e a - Subbase s' CG-2 CONCRETE CURB N.T.S. I i SIDE ELEVATION MO UMENT SIGN ( N.I.C.) D N.T.. OCT. 1, 1996 PROTECTIVE RUBBER MOLDING LARGE COIL STAINLESS STEEL SPRING MECHANISM W/ CONSTANT TORQUE ADJUSTABLE IfVELING ARM FINISH GRADE D/T LANE NOTE: BASE AS REQUIRED BY SITE CONDITIONS. DESIGN RESPONSIBILITY OF SUBCONTRACTOR. CLEARANCE SIGN (NON -ILLUMINATED) NOT TO SCALE I I I i I I I I l AUG. 19, 1994 JULY 15,1986 PIPE CAP - THREADED 6' STEEL PIPE FILLED WITH CONC. o PAINTED YELLOW 1 REFLECTIVE. to PAVEMENT SURFACE �. c 11 CONCRETE FOOTING • COMPACTED FILL _24"'.. ROUND OR SQUARE TYPICAL GUARD POST N.T.S. 2'-0* rM I ALL FLOW ARROWS TO BE SOLID YELLOW REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVE. PAINTED TRAFFIC ARROWS 4.1 2`R e. to a. 77� d e .e- i. .� a L, •r•• n . Ijr o The bottom of the curb and gutter may be constructed Iparallel to the stop* of sub- F� 6■ _� 2r_�. surfoce courses provided a minimum depth of 7" is This ores may be comret maintained. of the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less In developed urban 81 suburban areas. Note Comb. curb 8 putter having o radius of 300' or less (da+g face of curb) etaU be paid for as radial combination curb 8 gutter This item may be precast or cost in place. Concrete to be Goss A3 if cost in place, 4000 PSI if precast. CG-6 CURB & GUTTER p N.T.S. Z V 0 Ile— I>D t � Z 6" CONCRETE CURB. BUILDING — Q SEE DETAIL CORNER SURFACE OF Y DRIVE-THRU LANE. WLAJ Z TRANSITION - - li l = W m V c� N Z M Q co � 9` BARRIER CURB. SEE DETAIL O W 6" TO 9" CURB TRANSITION N.T.S. 1/2` PREMOLDED EXPANSION JOINT MATERIAL THIN -SET MORTAR BED — Z O_ H ~ W U � W O 0 U U z W U Q f` 0 N Q \ p In O Z � Z U JULY 15.1986 Z Q N Z O f— W o c� Q W a 4`XS'Xl/2" N w X � REFER O DET 70 Q 6' COMPACTED NOTES: GRAVEL 1. PROVIDE EXPANSION JOINTS EVERY 20' ALONG WALK, OR EVERY 300 S.F. OF SIDEWALK. 2. TOP 1 /4' OF JOINT IS TO BE SEALED WITH JOINT SEALER. EXPANSION JOINT JULY 15,1986 U N.T.S. REVERSE ARROWS FOR OPPOSITE DIRECTION OF FLOW. N.T.S. JULY 15,1986 T—__�Redl°I combmhon curb and qu11s, - 9 it Ril to be dt 6 shown on plans i�4 � 1 Street approach tarns $ I wrfaang as man line W aadway (-) Q W�LA- av) Z W CW9 v = N 0 Gets Q m W H CK I = W N W Z Q CL 0 e' d JULY 15,1986 0 -1 CD In In �N I I N N U (O tD O (D �� o0 CG_II Q .0) n =I O ;' 0 I�T 4) a I I () 0 u C LL 'r W \\Q\`r� `r\I' a—ERpanuon Jowl I f� e Morn IVNI raadrOy A— —�—. Nob WNIl 2'-0"oras shown on typical section Op HALF PLAN s �4Uu O 14 O ka aw*r Wits Few m cute Of'56 street t' TIMOTHY G. PAINTER 9 Men `"' tweaw°y curs _ No. 18260 when Wit ncanl,nclgn.,Ih )lolC6 3 N CC, T, the cwbrocs on 51°,Mnre -1to SECTION A -A oapnea tto mottftoh moun.. the �atlo con e .urhquhan SSIONAL Ens ', STANDARD CONNECTION FOR STREET INTERSECTIONS - I SURVEY: C.I.: sox vIRWNI. DEPARTMENT RITCHIE N/ d 2M06 SURVEYS DRAWN: JOB NO.: N/A 9603016 SCALE: DATE: AS SHOWN 03-05-97 SHEET: 7/7