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030-97 Buckley's Quality Print Center - Stonewall - Backfile
MAP - � EXISTING INTERMEDIATE CONTOUR----~------------.._.__ -----�-- -_ SCALE 1 � ., � o tb 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this shall conform to the latest editions of the Virginia Department of project EXISTING INDEX CONTOUR n 330 ���-r, • ��:, �l »�, � I County construction standards and specifications and/or current VDOT standards and specifications. Transportation �(VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 95 17Er C-D n, a c •- � 00 N N CDanal co L J 1 iItt GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY LO 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, EX E/P J 0) Ave CL /rx? JURISDICTIONAL CONFORMAff NCE Ck- L—Lj C) y CIA Ttl, " 54-7-14 00, Tl4O't-1A5 6PEIL,4 5AKER O'� czae Valves ZONED i-1-1 ZONED M-1 USE :(--OMMVRC IAL 2.51 acres > CA L,-J -I-- �0 E-X PL-1 VI/ x To U L -A tct:� Sion J-- Z30 -rc" CA KZ44- L� W 25 FIFH Sign D. T C- A Q e- 6, H T Li Vj to LUV �4� �2.ar i V-/ Location of tom+- propo5ed 4 will be /e--rfled b� the VDOT Field "nspec"Or before- inetallation. t 5ewer stub rust Ise ve-rified t� the --ontractol-, k (�;ravel % 1,120 3600 .5f 01 &-9 1 2 M 7 A V Pam. G' FLA . .... . AGGP-F-C-ATE 0 H 4 --,AtAC- P-ZATt �551f= FALL A17 EX. PVM'T FP�o P. E- . P -, H C>Q L- C;' 5C- A e5:o G r _t4 TIN U n d L 4 H. PP24 VE - F.KTet-tC>P-C) FP -OM pP-C7,PF-p- (Y To 5-C>U -TH OF SITE HALF 7YPICAL 17&C-Tie->N Pr 9:3. e Or->PF—N DR-11. V E 4) > 5' C-mrate Ajprcn PZA P. Fk7,t N T tw Pao? X cssa . ........ PVkA'T . .......... (k) 7 W W .......... DL LT-- E/ F oe !E INTO EX Ex stw InAd 25 5fer OEX Wm Muse Road Rt !3-41.1 IT B,4<EFR LANE 45eOC- 'r,t"', ZONEZ� r'I -1 U5E COMMERSIAL 1.43 acres GUPZ-VE i�ATA GUP-VE P-APIUS A P-C- 7 Z5 EAST SIDE 5(PF- LLJ W 7-A * CIE - It 00 -7-1- E5 AGGP-ec-A7e -r -:,,A M E Fa -ATE of FALL A,-7 Fx , PAVEMENT -+-* -TRuCK- TRAFFIC AN71,,--IF>ATED rAVEMENT C�ETAIL Fvi4 e t4 TPI-A N 4- E 5 45M- Z-A :Z1 - E!> 57M - Z-A A L� t- &JZA V C- L S U FL PA 6 C-9 WIL.L 56 C7 V- A 'S ev ,A= 0 t* * IS' MINI. C-OMPKI-T'sc) \/A. 5;ize kjc. i -5Tc+4F- ERG ap"OG-e 5pec. 4::,U--r, L C-T z 5 L 5 L,J N N LD I DATE/1" 4,,/,g -7. 1 D, �C-- S I kG N ELD 6 GR0 �-HEE I 0F rn rn LID r*) 0 Q a CD M ry- C> m IT 0 LD 3 SILT FENCE DROP INLET E`°'`°"'"° s'°u"'"` CO" tts.rtd.lrla PROTECTION 1. Pownanom or tanporay soar stabigzalbn semi be applied to denuded area wothw seven days afar Bar Vida le readte0 on arty poifbn of eta alb Tompon" soil stablizalm shall be 2 x 4' v00D FRAME DRIP INLET apow am MVMt days to dantrdad areas qIM R1ay not be of final grade but wdl remain vITN GRATr donaaal for wlpar pram 1,0 deye. Pwn+Mtera stttbaizeYeri shad a applied to arose tftal ero to d. �� No dorrtW tot roan ama one year. Y ` pleiPtNlMd wla► Fir UePPi10 iRe•ewea. applieUst to t« ate .- _ _ •` protacfon and Mablphaaon M so slockpRta on ttae a am retr areas and *0 k"Oton"If from eta we"jo t a. A pemtarwW v cover sltstl be on deaeded am pamaaawy . PMaterme aANI not bedrnMdarad wo a —� caror is adtMved t in uniform, makire, b Survive and tsf anoslok i I 4. ®adbrlaRt teOWMV bef"MMM I GATHER LXLLSI made hrtcdowon i upangP wed take Platy• 5. 8toWl7attart me SW to apptiad to hen SILTWUM such darns, dikes and dkwakins aBMaa11110I'gi. PERSPECTIVE, VIEWS 9.Sediment traps sediment basiis Snag desWiad and consbW based upon the total drairleps area to be a0 by the trap « drainage and an 1ttlP'W" fly doI aiwa Nnn #W" acres. b.8wfaa hum dw~is caRplta d of iNa1 tbriftgll areas ore"Wer i Or equal to.Nee mobe 60ribeNa !Icy-s cab. The FAIRIC mnimwn st i� apadgr of aaen aAefttn fat yttrdaPar sore al drakwoo . TM od" at"!a ONMtI UM. TIM @eIgo all irgray � tee bait a twe*-fte yeat. ta$-hour *uxmoo rr. oeMMcMaa wad I fllnoff 09 abowsprs eaNM oon�M00veoAd r w to RAtMe Nsa tmt5lIs toko. 7 Gut aft N Be *000 and in a manner to will minimize erosion Slopatrial are,. to be ao / vrrdn one year of anent siabkzation eMI be providedwap sbpealabmwo urnaune iscorrerued. ELEVATIO OF STAR AND ;,w„ FABRIC ORIENTATION DETAIL, A or 9. V400tever water @W Mom a slope face, 4squallis dnI i - or aft rVotedwon OW be provided. 10. A8 start swear dM gleans aieda oW Ift dtrbtQeonRMrt�IIR. be proMclad so trim SPECIFIC APPLICATION sedhinewit,4sdepwalirmlortot eraMtlYa syalnit MMrA beit0 BIIIraN « ottierwwtreated ro wrievesellooe* THIS MET OD OF INLET PR TECTION IS APPIJCABLE WHERE THE INLET DRJJNS A REIATIVEIX FLAT AREA (SLC PE NO GREATER 11AMMer_-1- raaaillar dtoinNor wifteftMenbom., THAN 5%) WHERE THE INLIT SHEET OR OVE LAND FIRMS (NOT ada�eallattMat aldovRO*WWW aoartewtw "tlI* EXCEEDING 1 C F S ) ARE I YPICAL. THE MET iOD SHALL NOT itralal11111 s Cher"" atd receafiq dtaratsl APPLY TO INLETS RECEIVIN CONCENTRATED FLOWS, SUCH A IN STREET OR HIGHWAY MEDIANS. frto109/MRIM1 tI1tNRIant kawpoll Btatti 1Nte work anal gnMeM ftRtertt poelm MMMN ttarl�htl t sfmk M used ter eta of OatMM14611Id ftmm a WAY nnad /nr Ytaaaskutsm 9 by "DOWN Dover SoU ce: N.C. Erosion MWsi Sediment 40W a we must be glassed I ri conslinadim vehihis it we then twice in any Planning aid Manual. 1988 Plate 3.07-1 abt homh POMC a vemoWar I IoflMablg construclad of bra material *aa be wovided w.wa.l..rs tibiatj met PIPE OUTLET CONDITIONS 15 Tea bad and W is of a water course snaa be snbakzsd immed alter work in tM eiuervonrse is A A I& k0ni atipasoitil aN V sera #me to ilaaaed n accordance whn the fol OMN standards in 800010 trNf► dbrRa: a. No more t mr SW knear feel of trer, ch may be oeer+ed at om time 3do b. EXC&VdW matanal OW be PWW Dn the UPndl tide Of trWK 1 .. P1 OUTLET t0 FIAT o. Effluem f m dewaten rip operadior ahaa be shared or ltnrouph an approved "'s IN tRTN tt4 DEFIKEt) ltediAant device. or bolt, dhichapad in a manna i1sat does not edyersetY CHWNEL afatlf ftvm cheerer or al4fa PLAN VIEW d. Me1Mlr ti ad for becidiginp InenclIte Is dnx be property compi clad in order to minWU erabn NO warnots stabatzaaori L a e. o R ---+ f.APPkc M topulaaorts aW cOntpM 4 with d 17. VWAM V004 fa aeosse rows 1!aipill or Public so& provigoorm Ntaa ber madf M aaRMlrbTp •MIMaR Of aeda"M vokkat it wosttha •Lae I to Veved a4/faeeVow SE CTIDN A- A ru TnI nV r r -r. ►a xlrfrRC10 sediMM b 01" a Paved « teas arnica, der road a ftm rhea In shifted 1fatM ay at ale of 4" tpK fadbaaal be toRnsirall Mom t road: by tMReawla M 0 VAOGPir 0 Ms t1B d �aaM area. area w4ning OW In aBoaad A tYta11 to iidMaual davanPallltt Ills a a to Ialfat 3do (MIN) MABtloofporaly and sumdoMMOM meaWes ahal W remom ed wOun 30 days attN Bat #la «Mier tin fargpaniy ,A no ionper no KIM ueraa aanlYsta do ow&Ad[ed by eta pnpgeanT ataeft. T s &Two and the di 0~ so press V. reantalt9Itemart 0r-0a11*Wsry shagtie MabilIUM to Prat MM PE oviar To V t1. heater aroaMtn antl NED CHANNEL. 19 Properties and errraI dOMtMrMm ones she be prdectW from PLAN VIEW rare of 00r, rater for to NoW aftim of 244twrr duri Wn in sooadenGe wan • ate foaewRp od areau a aloI I Mmaafl a dwompmw Iera be dledhelptd dieLtly No ed.vttw tI - a wDa" Dfetetr. pipe cam it $soar d aIF 1 ►err am Cacao rt•IOtf is No a pips . Aoeralre•rn s1' N A - A f .0. at Via Maim of gm at Plea "No •ltsa Turn rsniti tm u r -r ucar POR sRTaKPC t b. Adeguisey ON dnnnek aid plpa a-trallaad In a» manner. ROILS 1 Cairo IDt7R R KRAP R� 17[D R{TRAP. CAe1ON 1) The ApPtiOaFN ehal rhlrMMm to Moat aw total draitepe area to the point of U NG PLAT O 3 1 •- S AND ►. 14 - 4 arwye s wkt* tote dtaarml It, bid died lines greats I hen the comnbuting 3 d 1 s Tiurt TNT. YAxf1rum "ME D"Urmit atn drown a arse of the pr0%ad in rsMlaa: or ".� THAN • IRtH>~ 2) a) Nstural CI -11 k b* tniyzed by the u•e D1 a MO -year S1Wm to Vol* a1M stoaaealer *0 Overlap dtarrtst a« cause erosion of aIililYt ' bad'« and b All " be aoftzoo by tie ua of a lair Yea► err �a �ddfwonot aa'�`� on" b.rlka:OW STONE CONSTRUCTION ENTRANCE W FV" and Dorm systems $hallo by the use of a ter► VW *MN MW alarmw w vx coo teMtn hN We or '� Mrrvbt r aM atdlartg •ibaMMR d al•mle pFe w"y Darulrtttaai eharmets or A $' s:+ 100 ore sot , r1t s6lpatRr ' 1) Im this eborr to a wltela a tlpt-year wui nor overtop the 0`111.10 CLW4 yst, 404W AI LE KAN banit a tv of -yea awnn wm; cause Malkw to the bed or baaka; A 10171000ftn or SIDE E EVATION 2) a art Poe or Pkfe to a oandbon tdtara I Wt-year slotm is Exl:T24 6aouNa •dawtaw ;or �' T J) a tlla deaptl ow not cMae alp peek runoff rare feR1 a eMnrflp v*w rise i ■ "abrel channel or • tv �o► udo 400 00111 a NoWnsdl dtaertlt 4) ore a combmaan of imp. vafrFail tt, detantron Of "�• Ir rater Mtfcli is to the Pie. auftorlty to piovent eraabe T d. TM shall provide evidence perndsslon to make inprovenner" � r 41 I � trtrt mAnHAuxE tr .era a AN onatpta OW ore oN trn edAllp CNWSCNNWNO and CLiUR•E AC+UtCcwR • ttDr+EKT itvrDa aura Of AND CRESS PLAN VIEW 1. Now t hteaas an Includes alOentwM•r be ahNr altdn --- -•_--- approval h«a Loosely N a clot for of eta *01110 s Ton One spas eM feral requism a" d ate baimv are Peron hlr/aall" ____ w. far PNtornwl! RlaiaaAotlts r wR. g. OWO a dst craw raemoy real0 doct argsd to a recew rig am". Alta wryy r .. daaMnrefa r bt Plaoad M tlra qrt✓ M dalaliaen faCdal•o treO"my to PraY'pe a s1abAXaad 0as "M no tedity to aM mee"dtamm h. All at-Mb ttlt "me be woo to be ad" ete. 1. InOlNaed of iMIbM swits tem I relay Oaaaa enow M an 0000 propMl>r Ntall AliArtea se a M!b or Pau syrYriL or a d6lNrafm f ►. to nppryiq itiewswelw rM*N I Inn of In a Iralaorlar, aninerdal iaoabsll diw IMPMtait rdl a danaMlared t o asP�F devlbpllMM Van", , a a wlnle,. fa onoogow to tM Qendwarl be UMd in am rK INrOeCED sift« spa" SECTION B— B k AB was b Poll ante waluwys abaa In a vAWd 1tnto '11 $a** nNar oMe�fN dtald M a rovers, -- weanmallt (EROGION AND MalMaofflattlaft. CONlttM TfO1/i VR e2S•02• I Source: Adapted fron rotsion and 1983 ML01arid Stamdards ment for Soil Va. DSWC Prate 302-1 CONSTRUCTION OF A SILT FENCE • SUPPORT) I SET POSTS AND IXCAVATE A eX4* 2 SIAPtL WINE FENCING TO THE POSTS or POSTS 1' • t1M. u:! 11)0< aa't�ir 'l1►ra.k �� t 41 -'Ytt• \w--aTll :=a'' �' �6' L,41._ - G ,- F60N ExiLWWON Of F4BfACAND eft rive 1W r FiLlty FAaaiC -Ad vSOuirce: Adapteo from tpty and Fabric Sherwood and 1992 3.05-1 3A S�LT FEIf'CE CU�VERT 1�lVLET i IPROTE TION I TOE or i ' CHlY1ERf i i n I`I n S 1 1 SLT U I.O• I I.s• VDOT 3. W7 OR iS OW AGGREGATE E Q& r'r tI5t31.OE ' r IRGti ELOCITY Of FLOW IS Ek1 t,1LD Source: A ted from VDU' Standard S is and Va. DS C 04TANCE IS MMtuuM IF rtdM M TOMIARD alovecAm Plate �.08.1 ASTER Ifox NAROWARE SERVICE METER PIPING METER SIZE YOKE a BOX '1 METER BOX COVER 31C 5fa' x3/4' (20 GM) YM 16 n. ' TRAFFIC FOOD C322H 1' 51a' GPM) FORD 24 it. FORD NO 30 MONITOR .2 X3r4- (20 YW4 COVER RML TOP UD OR FORD NO. 30 MONITOR .2 1" 3/4 30 OPM) ( 24 In. 00VER W/ RML-12 TOP UD FOROi 24 in. COVE WrAML-12 TOP UD 2 YSOA 1 of NON•TAAFFiC AR' THICK POLYETHE ENE PLASTIC bested rh 4-R• TRAFFIC AREAS • fRFORCEDCONCi TfE H 3 TFNCrL tA/ALLS tOp B" Wirlled2 sr TRAFFIC AREAS -' x W STEEL - WITH 2r OW CENTERS nwo0 AND TAR COA LOTH SITES IS TO BE r eve BETWEEN LID a ED CONCRETE In- grade plim 1B' ftp al'Orle b/ddin b'i 21, no r by F.C.S.A i noter box Cfeep kirrixindft box ,I - ►I 36- t11i I. Vollive wMi valve RIYt. a b 1 valve mail .,. • .3. t beddir+9 2 R Y1�N11 to be approved r ttomR T1nl0 ♦ART. 4RTEA�YOKE so vDKE BA�VALVE AWU CHECKyC1KE ANpLE CHECK VALVE �L d' N• .3w Yep2 vow tD1CAa4329TD o Ec.tt IAI" VW4 34IW 4HCAa43r3M0 V_" t' Ylad 4441* NHCA114 4MTb-0 @C..4 §W*" alrwar 17111111 6 We wmmm IF r W x"We Wel a • ' K copper, , 4 "Few sYw arasMen !••+w" Drat 11•Mr oral ition ctwnA trap WMh plisp tltorir, • square 45' bend swats concrete 9 lud pad 20"x 20'z 12" -W spte base ( dgAh X ) L..— alone beckllr,o NOTE : lertgtfi of lateral to exceed 176 la cleano4A a the bnxmft Ina. CL"NOUT am 17 #44W. 4TL. 'TLLJ L" _ALL 6,e" E [S WIELPOP earrtat rrs �i'isLKo IdLEt.Q t@�175 u " I 4Ir, t✓u614 good feQ.Q" _[L."11G',f A" 8"X '/+F" 4TB S V LL III rLATrall T&VjEF.GG1 E Am T6 as '�•4• x St`Gr~ 1N 1 H f'1►[1f'lSnl N Or 60 *TL- e2QL.0 W &ZA is L. _`_'j rTf.CC GATT 17Z" t _ A&T TQ_*A Lr,6l it ST r M Ewe ��� 1 L_E ciG H o (1 �/ E h T- f'I2-1-2P. I IS' 0. r, CbiTGH ouT —� 5P I- 9Y I'-fr/l'-O` oso iTANOtA" L.U1r/ HAWt71C.Ar rAFW_4WG 41G To " PCAP' "pLE GPLv'aD rvAFKIN • +''` wtTH iVeN tPF&aATION 7YM L- Oot..T To iiT TUaie WITH ►" C40CAUM IPL_ATeC7 Null, tw•sL 1, AN 2 `/2l,0•Sm TU&C exTeN INTm CAIWC rIL.L f"I►e 2'-©" dIC>e iM�'4PE?D WA `T1k—&HT CAI. ro is4T i. eP 611 r " & ..AG K frorre a ". r, PAINT PI!'f I I d 0" 0 STD as L Pir! ►iL.La ♦I t• WITH --O"C J i1',• �ei� THfu r1►E RA. WA'1' 'I 1'-Ar"CO1JC. 1E 1 HAW IGAPPE PAFz-V-LNG �iIGN k ND tNlA W-(NG DETAIL. 2 i � I _-_-_-- to G ( / W P PI -A P G L- I T(PE A _ W IF p It I� 4- z z N m o I z 3 2 6-7s 6�0 TO C� Z W 00 �p Z N � I CZ), 0 00 N Z C:-- W U.S CO rn 0) I C O O `4_ W L In LLJ U O X L t-1 lL. r o LLJ cn LL v� � 00� ror_E, > � E_ ^ U E-, E- �� E- QO �Q N 0 F a W � H E_ C) DATE: 8/4/97 SCALE: no DESIGNED BY: GRO JOB NO. 135 SHEET 3 OF 4 i r 1 I I y I DONALD B- d K,4Y J. GOMBS THOMAS C. d SHEILA F. BAKER 1 T.M. " 54-7-14 T.M. � 54-7-15 I ZONED M-1 ZONED M-I USE:COMMERCIAL 3.03 acres USE:COMMERCIAL �0 I 2.51 acres 19 fp ,y rG_ 4 0- 100 v t i I f IN� lL1 bL f t x i i n/ lam, ' f Al N oTE vo-T P-E 5C-P v/E 5 THE F24GHT T`0 u1 F U -TU r-1-I✓ 7i2--I M M i N G w I TH 1 H I E,' S-TR- I P ' 4P r I f ± r 0 WD i ± i I i 1 i " t i; i t o 1 • �U �4 I I � 69 BAKER LANE ASSOC. T.M. M 54-1-1 ZONED M-1 USE : COMMERCIAL 1.43 acres 1 x co 69 i VICTOR 5. WEEREN T. 1 0 54-1-3 TH155HEET TO BE USED FOK LANDSCAPING AND EROS 10W Af4P5;EVfML=N1 coN'f�� 0,,t4-LY, Buckley's Quality Print Center Site Plan Erosion and Sediment Control Narrative ZONED M-1 Prowct Description USE: VACANT 2108 acres The purpose of this protect is for the construction of a 6000 sf building for office and press room with storage at the corner of Baker Lane (Rt 1200) and Imboden Drive. The site will be developed in two phases with the construct- ion of a 6000 sf addition and pavement instead of gravel in the back of the property. Existirto Site Conditions The site currently is a vacant field with moderate grass coverage. Adtacent Properties The adjacent properties are owned by Baker Lane Association and Victor Weeren. Mr Wereen's lot is also vacant with grass coverage and the other houses a Sears Service Center. Soils The soil conditions are taken from the USDA Solis Survey The sods on this site are Weikert-Berks channery silt loams ( #t41 C ) and Blairton silt foams (##3C ). These soils have slight erosion hazards and moderate to severe wetness when excavated Erosion C4troi Program [] Install silt fence U Install construction entrance with wash rack U Install culvert inlet and outlet protection 0 Clear and grade site M=ance ProsAram I The contractor will inspect all erosion and sediment control measures alter each rainfall and at least daily d,tdllls prolonged rainfall Damged and or deficient areas will be repaired or improved iataseiiately. 2 Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness Additional measures will be installed immediately where deficiencies are found 3 Sediment will be removed when sediment volume reaches approximately one half of the wet storage for traps ' - 4 Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process, excluding the road surface. 1 r 5 The Frederick County Department of Public Works and the Department of f Engineering will reserve the right to modify, or add erosion and sedimert control measures as needed by unforseen events. I ro y1 Seeding Schedule 1 1. Topsoil will be spread at a depth of 4". 2. Pulverized agricultural limestone will be incorporated into the soil at a of 92 lbs per 1000 sf ( 2 tons per acre). 3. Fertilize with 10-10-10 at a rate of 23 lbs per 1000 sf ( 1000 lbs per I acre). 4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% red cl�er. S. Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsfied asphalt applied at a rate of 200 gallons per acre. G iL-o�iS S EG TIoN S s ' • �� n EN � r._�,/'' to •«.. W 1 '• '' 17A, A , Clio !1 A . la a A . n.4 a -A 8 � der or to e La s , lot/ ^ 2 IM Atr.s `9 sbti0rn rn tot '- 'TVs I � s 8566 A, tot CaUgg A -A 5.54 cfs 29.0 cfs B-B 6.15 cfs 30.7 cfs C-C 43.7 cfs 50.4 cfs ( Flow rate is increased by 12 % in C-C from predevcloped conditions) Alow LA NdSGA P►Nv NOTE LANDSGAP1"G GALGULATIONS AfzC- SHowr`1 ON SHEET 1 C7 Z_ L2 W 0 U-) °O Z � � I C� N ON,) Z W C �0 U-) C° rn _J of N d_ 'S Q) ry a) I Z C o � W 3- L LA.-J Q X tZ C D _ F) to m rr a) o W >' C Q) � � L o LJ to L� L_ANPsGA PIGENP A P pt2opO,ED AID IST�I2AT PEAR- (i Try E S) � ��. x C:)No �� z Wt7 Pf�PoSED WHITE C?�GVVd�p ( S 7P-�E 5 � o , -10 ToTA D '. I Z 7 P-E E 5 �0 Pg�� NoTE = ALL 7F2-EES To 5E A Mit-4IMUM of Z" GALIPEj2- AT -TIME of PLAN7tNG. Z PPr:�,PoSED HEDGE (42 SHE-►Bs� V uS E L- I T TL E LEAF BoX WO<DP r- q2-A"er-2IGAN HOLL'( Z A L- Lr 5 H R-(15 5 Tc> E5E A M t t•1 t M U M L1A,1 of 3' TALL -AT TIME,,:-)F PLANTING AND 5PAGED 3 To 3'/z FAT W A PA P-T. W V\ e, E ice' HEDGEriHf_L-.IBS To 13E ALL©WED F— E-{ To G f o w To 6' HEIGHT 5 E Fz�12-6 W Z TR-Lf_tIV41NG (TO 5AT15F-f GoUtJT`( L SCR-4F_EMNG D O � 0 � J 0., Q E� Ili 124 Q C' v) 41 Z V E1z�iIaN AND 1:;EP1MENT GoNTP-oL LEGEND Z 5� PRoP�iE D S I L7 F E tl G E 'Q —� IP PPi!�>Po5ED INLE-T PPdTEGT c 0 DATE: 8/3/97 O PP�PpSED OUTLET PPoTEGTI �'N SCALE: 1 " = 20' �G_ J f�i�oSC P GoNSTt�-t.iGil vN E N I t'-r� N G E DESIGNED BY: GRO JOB NO. 2067 SHEET OF + (P M GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR SCALE 1 ------ 00 33 1 'Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia' Department of EXISTING INDEX CONTOUR 330 County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion Cq 00 0 N 40 c: -E Ln M�! 0. and Sediment Control Regylations and any other state, federal, or local regulations PROPOSED CONTOUR 2. Measures to control erosion and siltation, including detention ponds serving as silt �P L basins during construction, applicable. In the event of conflict between any of these standards, specifications or, EXISTING EDGE OF PAVEMENT LU must be provided prior to issuance of the site development permit. The approval of these plans in no way >_ - 5 q- u plans, the most stringent shall govern. PROP E/P F_ relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT U) r 40 (v q) EX C&C -11, Q 1.0 C 0 Control Handbook. V2, All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER J�_: F-1 E G e t4 4- Ic I.: tA C:: U) 0 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. E W LAKES V_ E 5 (D -C LO PROP CK C> L_LJ (VDOT) and Frederick County prior to construction in existing State right�of-way. PROPOSED CURB AND GUTTER v*% X V3. When working on VDOT right-of-way, all traffic control, Whether permanent or temporary, V < CG-6 CG-6R 4. Approval of this plan does not guarantee issu,once of an entrance permit by VDOT when such permit is th �111 shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6.R _P IV V1 required under State low. �17 Z U) Cn Furthermore, all traffic control flaggers must, be certified in accordance with VDOT's el. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications Section 104.04-C. EXISTING TELEPHONE, LINE 5. The exact location of all guard rails will be determined by VDOT personn I y 4J PROPOSED TELEPHONE LINE A V > with the Developer, County *Representatives, and Representatives of the Virginia Department of Transportation is -7 av (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Desigh -features relating to construction or to regulation, control and safety of traffic may EX. 15" ROP inspection." be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER e 13GP-F1 VILI_ E Ld 0 responsible for providing guardrail and paved ditches as determined by this joint Refer to " Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15RCP AVF- V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be a I vallable at all times. EXISTING SANITARY SEWER SHEET INDEX V6. If required by the: local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform' Traffic < __J 04 > arranged and held by the engineer and/or developer with the attendance of the > <'_�b Control Devices (MUTCD). contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE > a 0Q8.All unsuitable material shall be removed from the construction limits of the roadway before placing COVER SHEET SHEET 1 OF 4 X- PROPOSED ELECTRIC SERVICE U') CL embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PLAN SHEET 2 OF 4 �a_ any . undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE PROFILES AND DETAILS SHEET 3 OF 4 w < LL_ W 0 < 0 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less inspection. 0 1 - > than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE LANDSCAPING AND SHEET 4 OF 4 0 _J EROSION & SEDIMENT CONTROL < wTr < 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete 'to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the _J 1-- 5 0 < <,n on the pPROPERTY LINE .plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance > 0 rX :2 in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02. FLOW LINE Z - a- 0 Z:20 W 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to 'other properties affected by this project shall be maintained PROJECT INFORMATION _J 0 <0< LL_ FENCELINE _J X be' minimum 6" diameter and conform to VIDOT standard SB-1. through construction. Z < a- LL_ > < Qf EXISTING POWER POLE LOT SHOWN LOT 2 - BAKER INDUSTRIAL PARK UJ V) (n < 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than "D SITE PILAN 0 Z of UJ one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on, the site during APPROVED Z F/) < and at the end of construction. EXISTING TELEPHONE POLE 0 L 0 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to E EXISTING WATERLINE W/ TEE W ! T I= MAGISTERIAL DISTRICT STONEWALL entering public streets, and it is the contractors 'responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have < PROPOSED WATERLINE W/ TEE whatever measures are necessary, to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. w IT I w PARCEL IDENTIFICATION NO. 54 - 7 - 2 condition at all times. LOT AREA 1.33 AC 14. *Notification shall be given to the appropriate, utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT DISTURBED AREA 1.0 AC sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that CURRENT ZONING M1 sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE w w CURRENT USE VACANT 15. All sanitary sewers and water mains drid appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT In,spector PROPOSED WATER METER PROPOSED USE OFF[CE AND PRINT SHOP 5,Ic- standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER W. W IRIAF-P PPOVI PEP Z FRONT: 25' 0 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER W SETBACKS - BUILDING: CORNER LOT PARKING: - E V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer. trenches shall FRONT: 75' '7& SIDES: 5` contractors* responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing SIDES: 25' > W Utility verification and the proposed construction., AASHTO T-99 Met -hod A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) of any dedicated street right-of-way. At t.h,e direction of VDOT Inspector density tests DENOTES, LOCATION OF STD VDOT BUILDING HEIGHT: MAXIMUM 60' PROPOSED 14' 17. The developer will � be responsible for any damage to the existing streets and utilities which occurs as a performed by a gu'a,lified • independent agency shall be conducted as required. in the VDOT CG-12 AND/OR JURISDIC11ONAL STANDARD RAMP CONSTRUCTION result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of oII tests shall be submitted to VDOT prior to I final VDOT approval. QN, PARKING INDICATOR 12 SIGNS: PLACED ON BUILDING 18. When grad•ing is proposed within easements of utilities, letters of permission, from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES A must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CID and UD underdrains shall be installed where indicated' on these plans rZ> OUTDOOR LIGHTING: PLACED ON BUILDING (SEE DETAIL, SHEET 3 OF 4) > development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION OUTDOOR STORAGE: NO OUTDOOR STORAGE PROPOSED 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way F.A.R. CALCULATIONS PARKING CALCULATIONS W HANDICAP PARKING H/Cshal-I meet VDOT minimum design standards and is the developer's responsibility. < 20. These plans identify the location of all known grovesites. Grovesites shown on this plan will be protected REQUIRED = 1.0 REQUIRED OFFICE: 1 SPACE PER 250 SQ. FT. C) N in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT PHASE 1 - PROP BLDG. 6,000/57,852 0.10 PRINTING SHOP: 3 SPACE PER 4 EMPLOYEES engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE PHASE 2 - PROP BLDG. 12,000/57,852 0.21 1 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. PROPOSED OFFICE AREA: 2400 SQ. FT. = 9.6 SPACES at (540) 6'62-4185 immediately of any discrepancies between actual field conditions and the approved plan. -3�!, , PROPOSED PRINTING SHOP: 2 EMP. = 1.5 SPACES V17. Prior to acceptaince by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT 6. f = I AC. P--eQP. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an 7_1�"> PFz-r-1Pc>c7eJ:) AFTF-12- PHASE Z account receivable basis. TOTAL REQUIRED = 11.1 SPACES proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered PROPOSED STREET NAME SIGN 15'SPACES PROVIDED professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT LANDSCAPING CALCULATIONS HANDICAP PARKING TRIP GENERATION DATA 1 PER 25 = 1 SPACE REQUIRED 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDEN11FIER INTERIOR REQUIRED HANDICAP VAN ACCESSIBLE SPACE PROVIDED = 1 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement 1 SHADE TREE PER 10 SPACES = 1.5 of excavation or demolition. Names and telephone numbers of the and operators underground Utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 GREEN AREA = 5% OF PARKING LOT = 500 sf LOADING SPACES in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 17 15 .4 + k C- P I -T ION REQUIRED: 1 PER 40,000 SO. FT. INTERIOR PROVIDED * 1 DOCK PROVIDED 2 SHADE TREES * 1 GROUND LEVEL TU 1�2 1461 MAW U FA,/, - 1 1�4 G EASEMENT LINE L_A�412 U17 700 sf OF GREEN AREA GARAGE DOOR Water Sewer: Frederick County Sanitation Authority -3.5 71z-(p c-:Nr,>-5 Pc-F2-- FT. CENTERLINE PROVIDED P.O. Box 1877 12.0 Winchester, VA. 22604 EXISTING SPOT ELEVATION EXTERIOR REQUIRED E: V F C) 045�� /I 06,C) 3, a VP c> F, ENE) FHA'12 - S (540) 868-1061 (,PH A + 1 SHADE TREE PER 40' OF PARKING LOT PROPOSED SPOT ELEVATION PERIMETER = 400' / 40' = 10 TREES Phone: Bell -Atlantic VPC> (24�0/f 000 K -3. V. F> D PH A F_ -TWr->. EXISTING TREE DRIP LINE 3' HEDGE BETWEEN R/W AND PARKING LOT 2- P- K4C;,PLr_- 4:�,FACe 5 P.O. Box 17398 -TOITAL.- I2eQU(9_eF_> (0 E=, > E- Baltimore, MD 21297 EXTERIOR PROVIDED X > (301) 954-6282 EXISTING TREE 15 OAK -7 15" PINE 10 SHADE TREES E-, -800-257-7777 3' EVERGREEN HEDGE MISS UTILITY 1 FCSA CONSTRUCTION NOTES Z Power: Allegheny Power OAK �D P.O. Box 1458 PROPOSED TREE E- �Z) 0 Hagerstown, MID 21741 1. Water and sewer lines are to be constructed in accordance with these plans. The lines U) Z -'800-654-3317 1 shall additionally meet all requirements of the Frederick County Sanitation Authority. 14 Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange. for inspection by the Authority. > P.O. Box 2400 CD Winchester, VA 22604 3. Exact locations of water and sewer services on new lines are to be coordinated with the Z �4 (540) 869-1111 Authority's inspector. E1 4. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2-inch M CO VER SHEET diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and for side yo H sidewalk. 5. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to U MARK D. SMITH Project Name: Project Number: ,be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distan'ce between the top of the cover and,the yoke bar _'Y PRINT 2067 vt No 022837 BUCKLEY'S QTTTJ ALIr]7 between 18 and 21 inches; and 4) all components of the meter box assembly to be in Q Is proper working order. It is the developer's/conctractr's responsibility to have the meter Magisterial District: Date of Plan: (Month, Day, Year) box assembly installed correctly. L 6. The ' Sanitation Authority shall install all water and sewer services that connect to existing STONEWALL 8/4/97 lines. The location of the top and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An app-licaton for services must be Owner: Address, Including Zip Code & Telephone :No. made and fees paid. PROFESSIONAL SEAL & SIGNATURE 1520 COMMERCE STREET DEARING BEVERAGE CO., INC. WINCHESTER, VA 22601 7 The Sanitation Authority shall top all existing water lines. They will furnish the materials THESE PLANS ARE IN CONFORMANCE WITH (540) 662-0561 for and make the top. The contractor must make application for and pay the cost of FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No. this work. ORDINANCES. ANY DEVIATION OR CHANGE 360-2 MCGHEE ROAD IN THESE PLANS SHALL BE APPROVED BY CONSTRUCTION MANAGEMENT INC. DOUG TOAN WINCHESTER, VA 22603 8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. THE ZONING ADMINISTRATOR PRIOR TO (540) 665-0693 DESIGNED BY: GRO CONSTRUCTION. 9. A double check valve backflow prevention assembly is to be installed on any line (fire or Engineer Certifying Plan: Address, Including Zip Code & Telephone No. domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 151 WINDY HILL LANE JOB NO. 2067 or 1-0113. If the assembly is mounted .inside a building, a remote readout is required. GREEN WAY ENGINEERING WINCHESTER, VA 22602 -4185 (540) 662 SHEET 1 OF r- 01 rn CV C\j CY) LL- 0- LO 0 CXj LD C-) Location of e/,is-lune �" San. -'C- 6isujisr stub id must be verifie the -ontractor, .. . ..... . ......... . .... .... . ... . R= � 153 . . . . .. ... . .... . v G-12 &SIP DRIVE- i� UN . ......... p3. ell XM jj� T- -�qqqN 'j. 60 Prof wAto �00 Q- Ex FN TIE INTO EX. CG 25 T-lp�4 5!er, IS Ex WM t 'Uee Road ORt 13.4 1 To Rs5idertial IT Deveia�mertf BAKER LANE 4550C- top Sion ZONED M-11 E COMMERCIAL GUIZVE t�ATA P-A C;l I U S ARC 7 a' rAVEMC-NT DETAIL r-,;:IPL F- 14 TP-A N e,' E 5 lz SM- Z-A Z 2", Z" W - Z-A 5" J-4 ALL &IZAVC-L SUIZPA6e5 WILL Be --- - ------- HAL-F 7YPICAt- 5ECTIOH E5A I/- E Fz- L- A N E W-A P. PC?( ti4 T LU 4. r--X tli M - Z- A G" 2-f-L3 AGrP-E:G,ATE —;,ANiC- ;ZATt z--F FALL A-, Ex. F'VM'T LTfNC1oc(S LINE HALF 7'-(PICAL 17&C-Tle->N I t-A E3c;, D E- N DP-( \/ E P-A P. R2i " T Z, EAST 51 F-> E5 >' WEST SIDE Oil -2- E5 A GG F-e6-AT F- SAME FATE of FALL A7- EX. PA\/F-tAEr-4T -TPLU<.V- TP-AFF(,:f AWTle--(PA76D Cv MA'S'v A PAC TIP P I — I-- - . VA.57mr= we,. t 5Tct,4F- PtIAP � 2AX(PG-C 5PEC. 203-03 I (i--4>U7 L eT LAJ U-) L.&A Q0 N cj C"I Eli L - C (0 (-0 cJ rj) I T' U-) LCI X tti Z—'- LL < Lz 11 > LAj (11) Ig N 4 L13 DATF, 8/4/97 SCALE: 1 " = 20• EIESIGNED B'-,': GPO ,JOB N& 2'067 SHEET 2 OF SILT FENCE DROP INLET � ";,'. PROTECTION 1. PurRar>xM of tMnpowy soil stably Mm 00 be spout to dwomiled area wMbaawval days SAW bo raft M mooltatl on say pof e of fM Was. TWSMV SO will ellea 00 be 2 X 4' VW9 FRuE 9Rof INLET _ vltH GRATEIstt domms lorllaar lQ ONIp�la11M Mt�ialfan sitaa applaA sass tflst wow to T � ftno t owdare Neat one ow. f Fa pr1*10A weh WIN, Wevller applicant Is 1W Nu It o"" 1. N- --o - arw of all dockpow on as a as borww seas ate � - aaa WeirsasaeMy Awl M pe�pla � --- a- A paaalot - aM Cover am, be an d elMldsd aft SMAPE60 �~ 3' N paei mid 101 POMMO rtl 0 Rai,Wtaa not be tiiRWesraN, tie 0 IS vemod OOV - is aCANved is a nilem, mature fix to Survive and WIN 4. Seattaat n baatsare aw wmm mienow I I i THER a i a"end I �� AT CIiR�[[RS made Awaae". "PrAwo laid takes place. I I 5 stommit a suss Inappaad to slrudures such dams. dikes and dlvonskNt '""rM'".."`°"• P RSPECTIV VIEWS 9.Sediment traps tsalltara basItla shall ne dssipd NIa as bed upon tie told drainage was to be ad by the trap Orbw If. &FVWrap Mid aN Wag teilir aafy t�l.Mlap. atNs MINI 111ret aCfM. flow from j l? b.Suds" 9reaea► from disturbed are o snits We ,Wes alrlaa Mat is comprised of be cwmftd by a drein"s areas Irnert baton. The FAiRIC rap fat err Wirt stia9 b* 1s4 yards per we a 1 Aft�11F al . matnrMr+i. ow Canto" A "wily tAettala a rN 24Aow fkrnWNR aillNWaattlVW , teaatr eA1 is lard ..al IxIaQIM ffflara aaeBea I t• Mal - ON on a llogois , , 1II I f 7.Ge ado Ito alOpn 4tlaWoaae and Aa�raeltaec tt/atirert«zs erosion. 71111 r 9bpeo dial an , M a Weft srlwala on yow a Yob iization shah i eep.r '"0t`W"'"''"" tavern. `°0f"aw° ELEVATIO OF STAKE AND `•` ' "''Co "°",ftw "" °`eftsvucb". ` "W""a' FABRIC 0 IENTATIO DETAIL, A tatlparilrlt er 04A GlarWtW; tANaia err Oraas iutRxure. 9. VVnwwvw WOW Soos Item a Slope has, Woluels drainage or oth Ir prglociton shall be provided. 10 Ap swan sawyer 1Aal caw awes tfwYr aaeWtiiiltert110600txtloaeM sN diet SPECIFI APPtr✓IGATION it"mere-laden IRA r copy t total• the come No sylam i tad Am W" owed otbairiretraiaNeto ssdoo" THIS MET OD OF INLET PR TECTION IS APPIJCABLE WHERE THE INLET' D INS A RELATIVEL FLAT AREA (SLOPE NO GREATER 1t�elewRa�Ar MaalrllreNr ,riWlWtnter �� THAN Sx) WHERE THE iN SHEET OR OVERLAND FLOWS (NOT wtRMreIukew ,►Pali a"ft aaWlNaflaAtr EXCEEDINGf C.FS.) ARE PICAL. THE METHOD SHALL NOT MMMWrdbbaMiw cha"n nel arldrtcsNirgaAaMM APPLY TO INLETS RECEIVIN3, CONCENTRATED FLAWS, SUCH A 12 IN STREM OR HIGHWAY WIDIANS. aagroaokfantl, s9eY[tslt'I[ Mh/M atM, til wwk awe Val" 4*e paoellt *Aft MeilMiriraa ma led ww hr rw of at"W"sMd soft l am" tee" 1MNtaes Nirelorad by -- - h«wFmood dater e: N.C. 13.vtalen s eve woo f/s caoaaee oaaatllAGtiOn vettidesroors than twice in any Planning and Design Manual. IM8 Plate 3.07-1 six-otoWA po*w. a MCRiadar Weeg satleww oonan coed of nonefrodible, matal'ial Wall to provided v/MaOoiNaas sttWl b met. PIPE OUTLET CONDITIONS 15. Tie bed and ber a of a watercourse"be dabaized irnmeoiatel site, work in tM wetaro mm M A A 19 thrdcrgromW utl V lines snail be rlaaaed n accordance with the aaldards in aedra" to ttana so catile, or"" a No more I ion 500 Wes het of Uw ch may be opwW at one time 3do _ _ b. Fxcavat nlaftnal OW be placed on the upMR aide of trem 146 jd_:j . PINE OVTIET TO FLAT C. E"11Mop1) I NwNaArp shall be fSlered or pa through an approved AKA WITH NO DEFINED eaewllelM device, or both, SIX disdiw9w in a manner tho doss not advorwy `-"-- CHIINWEL ltfsat otrearnei or on -sae propq fty PLAIN VIEW d. MOW" Ion backmiing treadw s show be progeny oompo ctea in order to awnimit onislon and comers aaditzatlon. L e Reslablia 0 R —• f.APO"ble afety reguiattons WW tis Compiled na1M1. _� d 17. *Move veMFAe scans taws Pelled or Pubk provisions Otall be T rtsdi N.etakrNes Wahiport of sodiraaal veltiatear WefJlfnp onto paved surilwo Whom SE A- A rRTSR a ear IN r -r asco Foa I /riRE platfurf to aedbnaa Y onto a Paved or ,tad suAaca, Ito rose WAN Its doom ulorattOPtlr W the of ea to day t oditbo t Its rNrmwed Was woes by gt om 0rinor WASapA1Y aIq tt a Ml�Rreae eteptw erne fNnet bo allowed A sho dsvMm twit Sala a alto WW 3do (WIN,) 18AMM ienjierary Rod es elawrt piteaft le ebeo W rorm ad wwn 30 flays Mar 4tW ails er aRar to MfllppralyrI I. Rs se Nftper no dort, unlaces olMrwbe d� owl!WWaae by MM pwllfram &A*O Ny t tadwRw* and the di K~ too seas w11" p ft "tole of IQlplat-1) Sam!bail be PRMWM Uy a11111med to prev" F IPE OUTLET TO IVI L flanker snouted aid r FINED CHANNEL IA. plopeaa ss sad dbWnaream 1141 &4WhelgfNaNe am" a PPOSclad tram PUN VI" role ofibm Alsw ter Pie staed alarm 012441atr bl weWrtlNlan wen • ttoeAMeWr era rYserb a ; —, .. Waaaaetliar amN a doovow~ff" tide M l I is IalW1JNyANe rANA00 or "WA" erMmm serer d Ry�bfae-14r WAN titters Anol► N Yule • �ateasneom SECrDN A - A r` T aleblwy el NIs etdtw a w or pipe ttpAm dW raga doTN IttY IN r -ori®c'or 0m PMaRT1aa b. A4e*laay 's IelaflPfata &W plea be Vorm" in tow manner- ROBS 1 A 4Wat1a Wsi', ere MRAP. RJU TED WPRAP CARTON 1) The softy #0 00 ere tout awe to the poott of 2 LA THE NFRAP NG PtA4fa 2 ter- f OW 3 APRON AS A . 14-4 iMlble**aw" K ftwoorw tines waster I han the oontnboing 3 it l.S TIM,S TW MAXINUw STONE DIAYETSR RUT R drabiel ON Nee of 66 0Jim al in or ""N 0 MCRE3 2) a) Nab" din " be analyzed by the use f a two-year storm to wit"y Nut fto, At_ 0 as overtop C1.r1rlN nor cause erosion of dOoM ba0 M and 4 All! previously caratr OW man -mods channob shall be analyzed by ffw Use of a tore year III fm W Y "Nit a Will not overtop to band Mats use o WtIRRasaN wfe ra! .l omen attxm 10 srOWer1 a Ularalal bed er an banks, and STONE CONSTR CTION TRANCE c) Pipes and Storm fyilla I aW We ft.VW use of a WTI - year Storm 10 Vertfy stofttlWtfMtrVA ioftuo Pipe or System N 'a" MI T IP'P's c if existing no until receiving chamiNs previarlly memontroted an -moot channels or " YI pipes we not a "quate, ter aPpwcart 1) imp a ter channei to a ion where a ten-year at Drm vat to oven" ter F1LUp CLOM r rsl,I AT HOLWYASLE SE" be" ININI a two-year aform wW cou" oroston to ter bed or banks: or SIDE E EVAT_I_ON 2) Im a the pope or pipe to a common vRere tan -year storm is cxisTOK 011010 CONAI NN3 wiMin the or 3) Den Stop a site design that to Rallis Ill! parlLRaaeW rate rom a R aeWnat CtwartW or O nNten runoff "Weft in Ia Rtaadasae teter�: I" yew storm in 4) Pro e We a oombinstion of eN inot 1mproveaem, St dlaarKion of Is, INN. lhr-.— 1 �KIOiT 1 KILN Other I downs fWasuros which is S"s mam «oNon gory to ter pan-apprw a lux"y to Prsvom { d. The opplice it shall Provide eviderics of pNrfWelon to make M i impovementri PWITIvE 111141r.Ae9 W N1H CquRaE Kr/lE4r[ s q V' aA" D" a As analyse shah be on ter elt11fim ws mem tefbbp and a[vifl um or `K'AmPLAN O►OW1011 vlEw f. won caooaca en Option Wlokldea slDEtnwebr to" otK&n i MprWvaf Asa Nutty of a 00 for i moftnerm of No diewil on logaNs Tfle Plan s1rM so plat m wdeelNloe of ter led" Rod a I psra A Mepoea01 -- •a tee rtlWrettisript. i MM. p. OwaB s dMearea ba ty am 0 &Khwgw a a scow me cnannet area ererpy r MrN dYalpalNs M pteal/ W ate ado at as detention lecibbas I a raosssary to prwda a alaOtlBlaN owillieftably NN otterrel h- Ali 004ft mlla W IN to be aoaOMNs. — - f t. inaeom d of sfaN RowsElm I awy douse NOsion er son on Property $oma dhraled to a slabfa a 00. adequate aberWel, or pee system, or to a doler0on i i in spo"ov Wonfromf r nod" 4 VAft Irtdivk%wo lots or In a rooklonMN, --- caaMnaFCMI kl0litkfW de---i Ft not be caM01dsred i Its separole Orvelbpma 41 Ineflad, tote , as a wFKNs, be oonlsidered to Its Uonits Owed in ati aWolitsYorw. e Kei'Oe[Tt0 NO" VAM !AN SECTION B— B uosd to I I " Nov voloin 0-shoillsontployedwo wAfca ttal0 - If oft,ow C:1arIMOM &W b~ If[ wtaorfty Of river. atfaNM silt won afire cites. Source: Adapted (rI� Plate 3 -1 eON MROaAND COSR110El RE TiONa ViR a2SO2 Frm p� Sedi--- t Control SAd Va. DSWC CONSTRUCTION OF A SILT FENCE WIRE SUPPORT) IKNGPI "Pt Alor. UK or POST tines. �.�t 1tts ►.r1rw . NICr,i . � cap T �� :.-w �.+* Lip •�. �4/ It f ffl ►.';litii!'�_ .._ ;riiI1N11� ru+s'Y I ATTACH THE FENCE AIrO E TER FAw K t0 TK SIK TEND r INTO THE TRENCH I 4, SACKFAI ExtalvAtED COMPACT IHE ea i row EXTENSION Or 114WK AND IrMK eno THE. I NCH FILTER FAasC f� t:�-;Milli Or I 1;;;m ii.• ., I11'. :11 �1 •, r. 3.05-1 S[LT FENpROTE�TIONT LET I.a i Iva• •• vOOT 3, /307 OR /S CQAGGREGATE if7bC � w tAGH flat of I 1 EirtCA Soiree: A pw d from VDU stand S is and Va. DS C CYLVW • "IstiCE IS MNIMWA IF FLOW B TORAND 64ANKINIC11111 I *FW 3A8 Plate D.W I aETER BOX HARMAAE SERVICE METER PIPING METER SIZE YOKE • BOX •1 METER BOX COVER DIA, Dik FORD NON -TRAFFIC FORD C32 S14 &W 93/4- (20 GPM) VS02 18 in. TRAFFIC FORD C32H FORD FORD NO, 30 MONITOR 1' Ills- X314- (20 GPM) Y504 24 In, COVER W1 AlIt-12 TOP LID 2 t' V4• (30 GPM) FORD 24 in. FORD NO, 30 MONITOR COVER Wr RML-12 TOP 2 YWA WO (504 24 in. COVEI WI MAL-12 TOP UD •2 •, at NON-TTllkfFic AR - trr TfeGIK POL'1'ETNE ENE PLASTIC 1Taaled 2� 4' w!h Nt TRAFFIC AREAS - R FORCED OONCRETE H r Tt• M WALLS top Ir pointed blue •2 IN TRAFFIC AREAS • x 30' x W ISTEEL WITH ZrDUl CENTERE moor cover OF E NIND AND TAR ODA SOW SIDES IS TO BE 2' �» P ED BETWEEN LID a ED CONCRETE x ON in P'a� W III stop I At w N >:Mfulc�lwrelr rbyF.C.S.A. erbox �� Froundirvi box Tkil ! I 01 Pia! volve wltli Yarre I- , , main K oolo rr*AW w u OM fitaa A 10beoppr11 to- - oik MITER ee TT1F10 PARTS MITER" N2E VOKt BA "-*IAHKL-E VALVE CMECK VALVE r Sw 13640, VW 271w NMCA"mm 0 M23 aM' VW4 slow "MCA"3ZI D�0 EC.22 I' V204 -44aw nM4ttiAsa AMTD-0 EG4 vw•& P grow "ter &W. 3J4-, i 1" ill" a R ow"a one • ,1 MFN f .» K aye .•: a � AW Mr K eapow To etil► tnaMdrsrrt i ■ oust Maw Cast ww d f anim cW Wlfh "o p" tov" a oufftfunIk Swore wo I _l 'Ot-- •Ty bond sWare come:Q odd pad 20"x 20-x 12" do aWfopN (Jai!! (dWh3') �-- aroma beddg }VOTE : Wbwe lormoh of om Ice Iat" lo ex 76 propItirly Hrle. CLEANOUT pin 17 (--.V5 fG? TO 91114;E1f& "__ AT" Ht I5 WI H fl 11/' 14 La1It 4 *TL.. raLu 14 _. __._._ _ A•ffuL a _,j M ** Sff. *TL . T.LL&1li a A .LL 420" a t4 - L1l�TB�,ilENt�LIZ. f4lEL4P_.!!'ir�lllX9 I"9&`V EPU&N *AWA KT7 1 .1411 - rlli�si, 11117 A�l L , CV ATS Z:72 _r O ;TF-CC GATE t7 E TA I "_T T&,_ViPA i-fi . �' eaRa1 I ST F-M EWE PFz-0 1L-E tzT- P P-o P. 115' b (Te-H ou T —� T4 ,o Z_ w In w 0 Z N � N I C-0 0 N Z c - w a s= Lo rn J_ N OCA > _ In co Z cu o d- JW a try LL_L U X tZ LZ 00 rn rn to c >` L a) 0 � c � L W (n L� N r w It` . (P., 5P E 9�(iv1 1'-f►�i� o• 4t>�+e'iTAlroriro LUTA. 'i-- HAWONNZ-Afr PAP4.(AWG S16 Ter PeAC>, EPAVP!P f0APKIN •, i'-6• v WITW IOEN iPJG^TII?N %If" felt-.T To %T TU &C w i T.4 UAA rL �WAVH eP NUTS , bvs. P, AS Z +/2�IS• L.Ttjae exTe tw-To 3'j" 0 C.19AaG. f144..iC Pine ."['-O" dipe to V W&LPED wit TK.HT G.1r, PA • iwT V 1 L il• fr t l !i r4GiC c�PFa a '" IS PAINTP1PE �frl.L.oiA/ rl 'l II Zi`" W E U LL 0" tf 19TC7 s WITH L . Pi!! F ILLG •i 1 GAUD 3':p' �- 1Tr' y - It" LeM42 'lNfw ►I rE .!►errs EA wA - i • • i PA C3-$4 LNG NAN MlGA PPE SIGN ND Mfl fl•tNG ET�II� Q N C 12 I O I was R-I P P-A P G L_ I T`(PE A W Ili it ,I it 11` ii 7 + ? t z o i z 3 685 00 N (_./� -� N ='/ z 0 00 IO > E-, l-1 Q �O w ti O w PrIl f� DATE: 8/4/97 SCALE: na DESIGNED BY: GRO JOB NO. 135 SHEET 3 OF 4 Z I 1 L.LJ No CO H 15 5H E t � t { (C, K ANP5CAfP(t4C7 AMPz U.S C..� 1) 0 N N (S --t rn 1 0 CIA IL=NT>_ Q z� {R0510W AN05; Ma� N I { Z C: U) o co d- LA-i I tt C lia- o �x t 4 e DONALD B. d KAY J. COMBS i TNOMAS C, d SNEILA F. BAKER o� rn to rn T.M- " 54-�-14 0 T.M. « 54-1 -15 at o { USEzGOR OMMECIAL .9 s ZONED M-1 { �� 1 3.03 acres j 0 USE=COMMERCIAL �aS i ♦ 2,51 acres , b o w 0 }} E I . _ �✓ .... ter. _: ._._'._}- i r i _ W _ "' pl• G o��i S EG TI `7 .ti .'. - e d T46 691-- -- � /' !/ ,''� , '! ,?-,,; � `4, .T jJ �j ++• �'"" t�� io � use W� /1N1 � I '� y�';_ s'4 _ - �( +�„% t '► ' �?.l4 A e r i� D1rt! A.11.p i' N 3 r 5 BRL of, . f _ 6 C S,•, � i a s, ISIR "'1 Sit S Lot b Z Vol ( � I� a +�, u�x l �� •ram - � � ;j'' tN / i l WD— N. Ten y c BQ Rite C4pac i -t- A-A 5.54 ds 29.0 cfs W , Wb B-B b 15 cfs 30.7 cfs Q 1 , C-C` 43 7 cfs 50.4 e sJP v yyAyH X (Flow rate is increased try 12 % in C-C from predeveloped conditions) E-- I � 1ZEQ' D F3Y ' AP it Buckley's Quality Print Center L A N d SG A P (W G h15'Tr i---_---_-__ �'• \, � { Site Plan -- --_-_. _.__. _ _-_-_- __ � Erosion and Sediment Control L A N P 7 PI fJ G GA �GU LA TION S A P C- 5 H o W N I j lir ; i I Narrative nN S H e E •T I o F I W ! 80 VICTOR G. WEEREN f N l 75' BRL T.M. 54-1-3 Q N OFFICE ZONED M-I -�? Pt CA x ; Protect escri ion 9a ? USE -VACANT • AP ` 24mm sf 1 The puMose of this project is for the construction of a 6000 sf building for 3 i 2 68 acres r-i / C �( office and press room with storage at the corner of Baker Lane (Rt 1200) and L A N P A P � N G {.. tr �7 f'`1 P FF (qND' 1 ` Imbodon Drive. The site will be developed in two phases with the construct- -,_- N ATE V D�7 FZE S E R V E S t`PI $ f ion of a 6000 sf addition and pavement instead of ravel in the back of the 1� THE IG i �f SEME N7 '� 0 W i LL. f2 E rucA IN Gf2ASS g E R H T i t+/ �; 1. property F v 7v I� C- TR-1 M M I N G U N T I P H A S C Z X A P P t' 'POSED A f�sTa-P>'AT PEA R- { 7 T� E 5) � ivy i l / Existing Site Conditions cn op („ a WITHI N 15' S-r2-lP N `') j ( j The site currently is a vacant field with moderate grass coverage. o - Z r-T-0Po5ED WHITE C2�G_ VVl ( �✓' 7P-EE 5 J PNAS� 2 ADDITION i , Y o ig P1-4A$t i to t-- . o E r F' 0 s 9 { Adiacent Pro The adjacent properties are owned by Baker Lane Association and Victor i ToTA t_ -TR-E e 5 Pig c� 0 5 D '. I Z- -T I�-E S Q 7 PgO� Weeren. Mr Wereen's lot is also vacant with grass coverage and the other P � i f x 4 houses a Sears Service Center. oil 1-107 6 = ALL 7F2-E E S -To 5E A i�(I tl l tit ll M of MANUFACTURING { site are We kart Berke than sits Ioam ( 1 ) and y1aThe silt foams � � � GAL I P E R A T -Ti t�l E of PLANTING . The soil conditions are taken from the USDA Soils Su a soils on this 3600 sr i i - very s #4 C a B �." (#3C I. These soils have slight erosion hazards and moderate to severe Z wetness when excavated. FIPIErosion CQ�ttrol Program -7F_ L T DEN E P F eK:7x Woop f-- 6 U ill silt fence Install 0 Install construction entrance with wash rack U Install culvert inlet and outlet protection 4FL3 7A L(�AT T M t✓ F iPLANT(N G Q E I i P Clear and grade site f__ ANP SPACED 3 ' + A mau"I Program A PA P-T, LIJ E_ I I f3 -- - HEDGE 5;HRUl3S -To BE A(,t_©WED N I The contractor wilt inspect all erostan and sediment control measures after each ToGh••oW To 6' HEIGHT 13EF0126 1 ! f m I t3�r -- - _. -_ ___ _ rainfall and at least dail prolonged rainfall Damged and or deficient areas will ZJ 25 - _ 4_ _ - — ;_ be repaired or Improved itztrdiiately 7R t M M I N G To 5AT1 5 F '( Goc N Ti z SGFz E E N t N G f2Ee2 t_.t t f2--e M E M T 5 2 Furthermore, the contractor will make a daily review of areas ofconsttuctton activity to insure erosion control effectiveness Additional measures will be installed immediately where defiuencies are found. <-- 3 Sediment will be removed when sediment volume reaches approximately one half of -X -_. ... ...X.... ^- .. �. -- - ..•- the wet storage for traps. E-a LU a' J —^ TM - - - _. �- 4 Permanent erosion control measures include the establishment of grass on exposed Q ' �' ✓ _- __ - ..... __. __ __ _ = __ ---.- AO surfaces disturbed in the construction process, excluding the road surfs" 5 The Frederick County Department of Public Works and the Department of Q `.� Engineering will reserve the right to modify or add erosion and sediment control measures as needed by unforseen events f 3 q Seeding Schedule E I�71 oN A N D S E D I t�f E NT GoN-f P� L LEGEND j 4 ,Q ._..r 1. Topsoil will be spread at a depth of 4". D s i l_ T F E rJ G E -� O m -A 2. Pulverized agricultural limestone will be incorporated into the soil 6, 10 IP P�PoSEa 1 N L_E_T PtRD7EGTl Ol t 9 at a of 92 ibs per 1000 sf ( 2 tons per acre). DATE: 8/3/97 # m m BAKER LANE ASSOC. { 3. Fertiiize with 10.10-10 at a rate of 23 lbper 1000 sf (10001bs per O Pl�PosE� ouTL_(5-r P PLoTee_Tn ,_-N 6 T.M. " 54-7-1 I acre). SCALE: 1' = 20 USE ZONED COMMERC COMMERCIAL 4. Seed mix WHt consist of 67% Kentucky 31 Tall Fescue and 33% P�P�6P GoNs7w� noN E N T� r✓ "T TO F0 L rail G�o.(Cr. DESIGNED BY: GRO 1.43 acres 1 5. Straw mulch will be applied to all seeded areas at the rate of 3500 JOB NO. 2067 lbs per acre and anchored with cutback, or emulsfied asphalt applied at a rate of 200 gallons per acre. SHEET OF +