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HomeMy WebLinkAbout02-00 Grace Brethren Church - Stonewall - BackfilelReG.iNOA MAP` I tk-4 -mill SITE 4" -1 T, A j, Al ltlk� �4 -f LIST OF DRAWINGS: COVER SHUT 21 5� 13ENERAL NOTES LAYOUT ANC v ,i 4 CONSTRUCTtONN DFAU—S CONSTRUCMN DE TAILS 4,A—P-i -'Vyl J01., 3—Z-60 ZOMN%'�' ADMWE.TRA—'C)R. APPROVED FREDERICK COUNTY, VIRGINIA APS ;'RfA4 AIPPR(Y4A!. PAIN ER vh= k� 7"e agilAinq UlWil,�es showc W 00se plor�s (xe b*50d on k1fWrft,0fiW 'iht I Tq '10P * tite for d*t#rMi0iAg It, ',0,0 iom'ov f (A Utilities before to coottruet a MW ch , Mc y on roc, parcel. The tato aroo of (borlafl CA, C �*, , A C , Oil tA Co"Ofts* q #�- ion o "NiA OFF'ARTMENT C�F IRAN' S�WJATIION ASSY. ASSMY property pr the PWCO 1S QPpMxiMGt*fY ZO 000C U00" WOtOr NnOft froM the impfovod we is Wv be cvvnmencifig wo�k and for ony domog** wN0 accwt by the f0iiiwe, to kvcatt and proserve, R IIF MENI FLOOR 1AX SLOCK 2� Property owy�vr: contact,- mr, Em4e Smith c~*d in 0 storm sewer system Ono d1stharg" to the Proposed storm water 500mion, t"se vtoitit& ff tne CON-MACTOR shoirld encounter 0,R44i ottw thar. thtite shown on AuNK)NN _111S�Rtcz U Grace Brethren ChLw*h Pont sito grading *0 include the use of oft -A* moterios to bring the 04to up to tho th"# p1w,% 1,Y* CCNTQACTfJ* sihort 4yvnediotefy notify Ul�* erlgiooer ai-�l top't REV '7/95 ITT&OF40OWMED LIGHT $46 gwryAW Avervu# proposed qrodes� ooc*ssory and proper steps to pr*teclt the foclity und o9svet the cmtlnuan" of ser-Ae, SSW Ovcheste(, VA 77601 Toltoone: 540-662-0487 Existing Site Conditions C" Ct" & GUTTER 'the site is Currently occupied by a cturctl" Siopos raegge firrAn 2,0 9 to o0proxi Dtoly 40�()X 2, The CONIRACTOR sooft have raved 0000trvittion OrtiWirtgo prior to the start of o)0strugotion. At loost one copy o approved Plaris ond r"sions shoU be kept on -site at Wt V, IN OL v"TE 4� Eproor/Londecopt Archtleft Contact, W. John Lew4s AdjDc,"t Area$ i A Lo CIF �*2 I Vt The 44o is bordered On the east by the fhxito 656, right-of­OY, The remain" skles Ott times. A ALL WORK am Tfi6 PRoax,,,? SMM,,L CONF(MM 10 Tlw L*ICSI CW " F PAW ER­LEVM P�L,C, NEI YtTWO00 CPP W�T v FEW PIK I El adjec"t to ivoklorltIw oropiort4w COMONS;(* "'HE 'MQMA DEPARTWNI OF -�RANSPOprAjtoN CW D WTAL P 302 South 9rvd0Q& Street, Suite 200 Off- ofto Ar" 3. 'rot and ft slopos shelf not exceed 2-flo4zontoi to 1-6wti-col unless Otherwise called OJED METAL PR ARCH winctaistor, *qviia ZMi Tejeptione� (540) 662-5792 01001),POAL) AhO MM SKOFiCATION& AND $TANOARDS. CMPA C No off site dIglurbonce oy constfv:tion octivOies are ontk*otod, IHE WMWtA EP-MON A40 SEOWNT MNTROL OFOULATIONS .cm OUT Ctiticof Areov 11-041378v 5, Property boundary and top"rophic ift(WM0600 shown 00 them plans wM provk�ed None art �deoflfllfd, 41 Controlled F%W. AND ANY OTHER STAIE, FEDERAL OR LOCAL REOXATMI,5 by Artr & Associates, A, Cootrofied oompmtkin shvsl accur in alt ft sect"s for povemeot. troricftes for APPLICABLE, #4 THE EVENT OF CONFLICT f3(TWtN ANY Q( EOP W PAVEW.N1 Erosion Ono Sodirnort CW,004 woosor" otiiijW* end 40 other aroft as 440igrioted an the 01onc IKU STAWAMYS. SPECIFICATION$ OR PLAW_ TK MOST t EL Site 00to" � 0000 COWANCOOP 0600ft Vfth 0 C00e,'nktv WOOrOCk w% o "S deftity- oa, 4:1ollarmWed oy methods STROWNT SHAO. WWRN T &4VAAEEJ�14 Porom Arow, 22�6 ocros 3,02 A 1,2'w by Vf t"OrOry a 0004r~ me 0"* be F am be constructed from Route 866, The entrance sholl bo mototokiod in a conditloft which *at Per stow4led woctow ASTM060=11t1titty tholl be veriflied by a qvaltflod s0s rvl PN: 5X(A))79 0 '*12, AU CONSTRUCItON $mAtl CWPLY OfS THE LATEST U,S, FG FAU OF GUTTER prevent trookiriq of flow of MW onto the public (Ights-of-wor This may roqvv*, perloft top W*I"W I CKPARTWST OF LABOR OCCUPA71ONAL SAFETY & Hf ALT�,,, F14 14'rDRANI ZarlioW� RA dreseiiing with oddltW" atom or the wash" and r"gh*k4 a vdstktq *t*n* " coricAtkeii C, Cott~ 110 sholl be compacted in 8 kKb Ofts; (Iocu thkkooss) to the F1,S, FFL' t AW SIGN Uf*,, vacant Proposed Use-, Ctwt" ADVMSMANW AND '00SH RULES & REWATIONS, PfoAed - 14#+ defftand and rep&, ovid/or c1sianout of ony structures u*W to trap v6dimont AQ motfrWs spec0fied 40holty, boqlf�n40lq frorri the oxiotevo ground Surface ontess othorwm front Yard Setbocw R*4uw*d GO' WMod, dropped, wosh*d� or tracked from volt1oft onto roo"o)* or into storffi 0%s must, approved in wro,%by 0 440h�w 0046 er�gineor� V-1 04ELM WMWINCs J)N 'Vo()T RIGHT C)F WAY, ALL TRAFFK' G" GAS KIER Row Yord SsIbO* R*4uir#d 5W 6r*0kWtW Provided 11 V be removed immiookltaly. The use of water trucks to falnows ""terW# 4drsPOW". ad, or 0, It* awfcKet � tty beneath orvi" to rec0o* owtroilod fill or* to tw cleared, Gv GAS VALVE Side yard settloak,�, R"owed 500rosidentio Provksed - 120' roadways wW not be permitted under any wtiVood of topsol� T" aroa 4 tfw to ow sw4w and rAwv"t*d to a CONTROL, *KTHER PERMAWNT OR TEMPORARY, SHALL BE IN "CR HANDICAP RAW Maimurn Suading Hs,*C Allowed - 115' Proposed -- X tracked onto grootod, Ono ACCOMANCE VAIN TK CURKNT EO(TJON OF THE �OOVS WORK "A HM 119 3.05 Sat tence wilt be Installed in sewted watkm dewnstjraao� fmm the towt , Im depth of 6 Indles, to the, tome- doosity as the controlled fill to be placed tbsrsori� AREA PROTECUN MANUAI.. fURTHERMCOE, AJI. TRAMIC HDR4 CUR$ 61 NCAKR CLW# MoKkywm FAR: Afloweel or** as a lkv m000spril of tonstroctio". sot lo"Co wN be 00c" at ow 1W Slope, E. JFW vogorW, sheill be tokoft Oom, oWav*d bwyow orftm It stidil be dean *64, COtTfOX FLA00CPS MUST K CF1RT$FtET) WN ACCORDANCE VAT�l f4p HIGH MNI Proposed Iotai Floor Arve - IZ3W sf - 0,12 FAR ow" ttio entrance whoro the fs siove wN be oxt*v*d for the UWA 1040. co vo be free of (00* woody vogowtiori, overs4ed stoAft rocks, sandy tok or Other VV0`rS JANUARY, 104 (OR LATEST EDO" OP) ROAD wc HEATER i0stdRed orourvd tht downstream Viddl of th# t0pWd stotWC SM fWK" kwovetod objectiOnobto rnowits, IPF IRON PIPE,. FOUND 7, Parking Soo" after eoth roinfell *nd at least dolly durfog "ongod roiniall., Any iioi b* 5� M0009 is hot pv�mfttvid within 25 feet of exiis*q U01two without Owner Permission, ORM SPEMICAT"$, $ECT0% I04-04,.-C Prqwty Line S6*00� RoquWed - 5' Prv,4" -- madt immWiatoty. Domogod. doconposed of othervoo ;A~lvv A h"v* oum be , V4. OESIGN, FEATUMS, IREIA110C TO CONMOC"TION OR TO fps JAM PIPE SET Churo with 240 Wto Ro4vk0d - I SPOM W 3 seats aO VIOCON eepiaced, Sediment deposits WMAd be fom*ved ofter each Oorm #*"L They oh st 0� 14V Pr*�Adsd -IL S$ Spoeos ioduoing 4 AOA Voces rtmoved when deposits reach OPProxiM01,01Y On*- , half the tvow of the barrier, j Ay 060meni 6, Stwo seow ond povenwi motorloft called for on the pf'ont ref*r to %1widofff N001 REWLATIO-0, C067W AND SAFETY C* TRAFFiC MAY Of' LP LOW PMNT Loading Spoce R*qu1r#M*ntv. RequIted - ooft deposits remoit*q in place after the tilt fen" Is no leow needed *K0 " or* Sed to "JECI TO (34ANGE AS MEMED NECESSAPY BY VD01 L7, LK#0 amform with ths, exisit" grode and stqblftlw� A,P METAL 015*0 PIXE 8, tiandicop Accessibility 3,07 A boie ond gravef 4MO inlet 1049MOA fkt4W W* be 10*001100 01 7. SENOWAft Votol solko in wood poww pot odiacerit *a ". proposod w4tronco MM TO 01TATION OF WM, CONINACTC0 $14,AL1, BE W�D %MTI-PWDUCT DISPENSER HC poruing spocesi shoo have 0 MoAiirnom slop* of 1.� 50. propoeo storm woter drop Weto Immediately after 1000*040. Tt::0rt;1,uc"tU'1r* lb lithee - Alowt,10A --�, 100�66 WSPONSWE F*k A0WIRIMO ALL NECESSARY IA30T LAND U%, MArL buy HC r-amps on #4 As s"i hove detew4able worrimg suffoce Per ADAAG 4�77 ond inspected oftof eact r*o and repairs mod# os needed. $#d�aeftt ShO be rom*y 0 ood the PERMTS r(w ANY "K ON VOOT R*4T or WAY, *4 MAOHME 4,29, UW restored to its ork)WA# OW40swo, whoo the sedim0ett " ocow"Uwad to : 0* W, the 'A# too "W4. of grave, 00" of Povemoot or t4x* of our* as awicobw KQ 44,SP SETAL SIC* PMT 14C romps off site 0,0111 6e ccoStfuctOd P& NWI stoodards- dgeigh depth of the trap. ltomovoo sedimorit #lo t* deposited �rt a avitallo a so 4pd In tjfto By THE LOCAL VOOT RESIDENCY OFFICE, A NX E WWN CURB such a ffw4w that it wig not woft� Structures *wM be removed a" the area 80644*4 9,, Fire kwws ot%* be dolimo*W os diroctod by the FrecWiL* County fire Mor*4* PRE0006MC704 CONFEREMM MtPST BE ARRANaTT *NO HELD N-P'S, %SPARKIW S14N 9, Sufforiaq R*qv**m*ftt#,1 the remaining **V" area has be", property stobilk". #Y Tf* f~0 AND/00 DMLOPEP *T+4 THE AMACiAka, WT 140 R;r, I URN -the tito ouff#e�rvq ot loodocoping is rv**0d, 1010 A stafto bWm WW be kWOW as cutvart Wet ;Wotwow ot the OvIrtreom Of "l# 10,, -1 C*MAC1W L" t*tVkW perM*$fdft *oM QdffikdRq $Kcp*Ay Q* #r% PfW to 0 WIE WNVACTM VARIOUS COUNTY AOENC*S, VALiTy NIS SCALE OVE"AD ELECIRIC, detention Poo ou"Ot *~, It* borm 1holt tw Irt8P*cttd ofter sioch i0infall 41 Now co*octiao oty �0# coAtotruction activives, 66M�Axis ANO VDOT PMOR TO IWIATION OF WORX. OVEPI-tAI) TEL FPSOK m Ev*oriment4l Footurew dogy during pfoonged foWog, Any requW*0 rvjxks be moft �mmvdoteiy- 1votiono's _ Noft# PIV INDICAIEW V*L.LVE otherwise ln~ive podloos of the staro 11hoil 0# "Woclot S"ne"t deposits I I tj*'0Wr he existivig at0les w" the Y?� %NTRACTOR SO -AU NOVY TK LOCAC VD01 RES"WCY to the relocation of t 294TY tAw,' Flood None forriovoo after roachiog oppir0*006toly ariOl-hatf vit h0i"A of the bw6or', Any as ftcossory� *td 04EN Vo* IS TO BEC01 OR CEASE f(W ANY FIP POVE R Pfit f" %rMupl" - No $Wthaft flove boon �dvotifwl 00 tois %itt. deposits romoi, "19 in ploce after the borf" Is " 10tw hooded OW311 be 4*1 to M" 0"10MINEO LENGTH OF TOO, VOOT VAU AL40 REOUM PVf4T PAVEME-NI Steep Slopes, - StoV slap" or* Wined by ft Frederick CA%Mty Code as 200003 w;th tho. oxistk% OAO stObIftied, *2.,AX ball4ft Optfog, be inot.o0od to *�vid aplit-over onflo od4bining proportioss, 0 NOTO F<* ANY INSPUCTMN, Rip COWR L ETE PIPE fttooding 15% The or" of S+#V lsopso *Ii*wso by the code to b* ditturood 4 25X the 1% Isirn9wdry 40� 0&" 10111 0# 0"0mated 100" fir"Its vo* Proposed c"v$Kt*0 of" contains 0W*%k,"0t7 *W **w* f"t of 000" w0s,609 The dik" *0 be oWWK%W Wft Oft -Ail MOW* Ql* *49 t4 0100dod, 1ifth the t4i lop",# Is at **Ak doy $wft suirfam *0 found in o depth of ttot less than 4 va THE CONIRAIM "LL BE RESPONSIBLE FCO b0AT~ ft R 16X which vie tw dleturboo. The survie'Ad o(ta the 22.6 aiora parcol, as shown on the esiodwig sps~iori Univkedlototypfter construttion. the 0*4* " be inspoct,*4 oft4w 000 t to reoiNNINWy free of ftoysou, ctay wov% stortao, and Other A"WE AC4SS TO 7K f*04C *a ;kj R,= W1 CRrJP ety 71,.640 *4por# fjost of vopes w0c* foots, and other ob*bw�ft* plafts, owtolvis owaolw4t eac*#409 159 Wthout togord raio and r*pfoirs OUMMI io"#* 460. ADW OWW4� Of outlet 0* net,00110ty- ",r* %NSIRUCTION AW, WOTEXANCE OF 'W-tap"010- 0,�60 `0 itfm owwoioiroct in 4 monw to wo'ent ifttwmivm� SAN, to the romimin$or of the 22.0 eve paftsl� OVieft Oke vwvtolrts add*W" 9*00P *oPesv the 3,11 A to"ptir yogo"WA too ** to *gt~ 00 the 00tiot control S"Ctwo for *0 **W*m 0*0* t r at diksS Ciang the north JW* of the 044,$trUction skc The trap w1l be constructed in anardwat with was ��01*01011 at v4tw 06, 9ZO��, fftottfiklil. %00011# topv* In storogo P4*v in '10 arva.1sm,ri amount of 0worbo"a* propos" 'It 107 StOWN't ow be C TR% SEC X021 Wasoapag -Woo*onft " been, Wentiflet of, Ibis sitfl. WoodI0040 are W"ly the t,)j*ol detoll and dkoenSioris giv&4 1M We 000s, The trap wW oontl wft oo-mlo t1ro" lot, *40"* cvmiii�t store" p4es, t* orowkse fro# *Wrio" of surftc* defined by the Frederick C�unty Code 06 �ft0u*lq largely motor* tire" ift grov" W000i qoplift If to provent wind ero0on, CCE TO OTHER PRMR1IE$ AMMO BY K"OVED 101, TO #E POESERVED S P0 el OfAU BE MAINTAINED IWOUGH CONSTROC-TION T 0 1HROST SLECX th" 1/4 ocro, Moos oli the wood04 oroo *f Ine sit* is propo"d to tw disturbed On* Oftd *v be "sided W" the tAwvorory """ vowllootjoo ornofttesy one, k) 40#00w The trap construction, M%og be feepec1*4 ofter each rein storm and resx*s mode as nodessory� 14, dodr 44o W tro#* 4 dtw od Tap cr CURS hmto arld 001or vogototion, except for ihoo* lo to be 120 Rw.* check dams som be inotollot! as depicted on ft plosw The check d wns Wwvo as 10`0 "h* stu",P% foots and othef *,ixi-s 4Kotrv4inq *tough gr000d 41, satisfactory $04 TEL ji�, Stam water monog&herit is provIdod by a Artoritio., UeWy congtruolod on It* ssdkrm�vt cootv4s 1* the 4�wslvyt berms 04 ingkotod.134*00M 000 be fornovew It'" *0**d ttw vix� "Vow by o4ioog and oporotimts WT praporty, See tht report by pointer-L#wis, littod �SlClft WATEP MANA",41 thock 4wns whort It has oactwouWled to *he half or 44 hoiot of tht do", 1hol diffvs shoit ototiorw. h*r kcovotion 4x oarthwork lsindiltod !ELMrv17I%0WX I , REPORT'�, Grace 0t*tt~ Chvmf�, 4ofod DoKornber, 71� 1999, be dwoktd Tot sodkoorit ooms""A0600 0114 �, or soch Storm ev"t snd ftv*3 mode Iry Is. surni" of' excess mater�ofs *ih not be WMitted on t1ne rrqporty 1. Alf patches or* to b* replocod iri lne ;eqjtatkor�s 0r.�,a WNIORMA4 ELWr*jC rv***d. 0'w ilxtiftc *4�ki &31 Temporary sood*9 in ovowdwme olith the E Std & -Sp*c 131111 Wilt L,* to on F`4ure 1, 30 days -�W, All extoriou, 4ghts sholl bt positioned to preclude **Ct 4luMitw0ti0ir, off site. the taPsaif stoo p" a" ON we" whtch wN4 not be b"slght to *4 0 W` 17, Romove "voit matort`Ms aod 4� vWe Tmrii ft!otn 00A-0s properly WA r IT* *10 Ptopoeod aghtlog shown on pions repr*040ft a OwcePt", Pion oftly- Eo"bankmorit or oxeovatod **" 4muded kw 0 porvo Of 4rooter Thtv� 30 doys '01 be The pormittoo %4.1 be reqvired to foociot the sorface ond t�oae of the �oqds PQ%e ME 'Tho 0ontroctor Is to wbfv* a " 14tit" 014ft to the Owch for opproval p0gw to t*Mporerky seeded 00d 411#10*44 To, VAMR016 V01th th# 00kikWOO the I& The CONVACTC* sholl obwo 3 pwrnll Own the Frederick 'it nd th, Spocf")!, win a:5i owl k1spiectlom vols pw W* of 0offforl vw� Ap toe"mvp1orory 0"" wim Department pf'' VAG*! this Ilermit in atcordonce witr- list Poods 411d Afioqe Spe<Sfieoloon4 o, 't owlsist *1 50 vour County POW Wbft r , i;n- tc� io;Gatiog, oriv v vrtx�, A copy of be Mulchfo in WjWdon" Wft the $0K4W# jFtdU#" hW4W IVD61 entrance pwrnik wip t�,e r,"�Afoo, Provision, TELEPHONE PME VALVE 11 No wtdoor sloroge is propos0d, )WAT P 3,32 AN diottobed areas will bo ",iftod by Wolcoont so0diog 'A 2t�o`rdx"Ince, Ill tf�q vothedutit k-�� twvio. 'the ontieVoted tilft for vtoArodiori t#fnbor 3. sockfilt r",twiai wu* �mdvde otcn,05 rnot.�yr,,,As rEv 4 1 CI -1 , t 1) -, o t (C., ,RCPDSED SPOT ELEVATION '14� At! pfoposied signs f4loll �nform I* the I'Lring ardioorr'ct 20ft 0�, '.00no), The borro* of If,* hocsfW si�014 oo opp�(r.-WI SoU covl& ­*d , 0�e T. x1X1WJ P �`MSTTNG SPOT MEVOLITON 3.36 A41 seedod *tooa Will bt mutth*d in aft"04004vt w4th the schodw�lr ��'OtAed 4M sobbaft �oyw Typot, Size 21A cr, �18), ffle oot�,,e (lookfiAl snoi� be free woo��, 15, No outdoor trash recei;100S are propo"T �w doco*�q enatenot, �.vh4l, k*,, frost, Wrge Oodsi, ,Otw�ofi 0,, Tvn%wwy So*0;ftq $CEO TYPE RATE WWI PURITY(%) MN. orw(%) 4 RW*1% materio �,Aoti be to C o� 145t, Sept I - Fob M �p d t- �e"" '01 d"sity X" opvtv%vf� ca 4teb_tmn®r, uss MA001 Ryowties so tblac " 85 l"#0001co to tkfiov�oovt too, "Dtl� 41 tho trsot_t� soN 1,6­1 :�vn "i2yers to insure thol 98 8,5 t?�e %Urjto1* foyer (T,',g­,�, Wtof Rye 50 fb/o,, #Aoy 1 31 German Millet W ib/oc it be the *000 Of the R"006t EAO*WW to f64U#$A and review the b0001 Of tompoctseft toot ro*ts arid/or authorisie on iftspottor to Monitor the compoction, ION NOT ES Fob 16 - Ape 30! 'WATER AM &EVER LIW.S ARE 'TO RE CIASTRUCTED IN ACCORDAWA' Alvouat ryegroso 75 fb/m 48 86 6, Cols in eocids *,61 Surfooe Course (SM) and Asphott Cw�ceote (04) xiiaii bo VITt4 T�,IEESE PLAW 14f LINES SW-,L ADDITIONALLY WEET ALL RCQUj*EWNTS Mulch. 1,4 ton/4c *vloll grain straw foptocod witli ton W1 kx*#" of Type t� Size 21A w 219 oWo"tt compootto to WV percent of ttle Inowk'a maiAkNo"Alorrollvt GE41imu"', owsowo oontont cow'Ing th# entire, ,IF lfoC FREDEOIC�x' CDj*41Y SAWWTATIM,4 AJI'ORT""' porftor. Tom ib/at to-44-10 trwwh Wmh ko adoon to borich of ikoix (c) kwehos from all sklet, twA iory 0��l ll*ii* (W o �f EXACT LOCATIONS OF W41ER AND StWER SrrRvICES ON NEW LINES ARE TO K vibbate, AA Aso* Cawel# base owrsie, (OVI) of six tC) 4K+ minirn4r" c t�OOROJNATED WITH THE AUTHWITY'S INSPECTOR, pwfawlswlt Matct Ow #AWkqrj0W thkkft", s0004 bt pfocOd &vw, the Subbobt, A suffoCe 0VhWt The 406~or $00 #1041zo an denuded toad within 7 do)4 oftw the Ono Of Cqtstruewn� 0"Creft ~00 0**00M of IV NO the% be pfoc#d, 'W1 too of urtt bos* (fw) i-,overiov 14, sAt411TATION kjTKWjTy mAWTrNAW_t DEPARTMENT IS RESPONSIBLE FOR THE L4S'�A�,LAIWN OF WATER WTER.S� IEPORE A PE**t"fNT METER IS SET, THEY REMAREj Perf"a"oot stoakiam OUN 6* *he tromb width. 4"t CwKrok# W,iocvi se sholl tia slightly ?,ilho 1/4" thoo opood to areas the wo to 00 " 4orf"ont for M" tbon om yw, Owing oc nwirocam of the "ting surli*Wo W*vW# o smooth gredo cout 1) pAME ANI) COVER 713 K, PROKPi-Y ALJC+tD WITH ITS MEIER BOX AND YOKE BARI ifito the exltitiag, poveorwt sorfoco, 2) ,fet ;,RAME AND COVER TO pr SET �,,o 14 rjW. GRADE OF THX LOT! the project sol Oodogo " be 3) TW, DISIAKE KTWEEN T4 TOP OF 'THE COVER AND THE YOKE W K K'�WEEN vt*" or'protiected with seclimont trapping m*~*s. Tb* �cwtfoctor is e#xPansbio #Or 7, Cuts to *o1elast4oted roods with OW*900 boft ~" sh4 ot ropkxed w4h the sorriv the terapo"ry pvtoctliph, tod 'i fteept the su"ose layer (TV , 0 1 , le 04 at INCHES, w* OW"Ot DiMm (ftj IA" Is Perit"Owt stabWootWO afek s6l:stackpiles on *t* oo wall as fans;Wted #g bill stm , koopihq If a vx 4) AL_l COP043NEWS 13F THE W-TER WX ASSEWJ0 TO K IN PROPER WORKING ORDER, (0*40d to 0% (Sliftoft a" the *0 low to tow (41 41ch T 7 IS THE KVELOPER'S/ CONTRACIDWS RESPONSIBILITY 'TO HAVE THE WIER PDX contractor OWN #*06fth vewetw or all areas not otr�or~ **00414 arelo'log the b"aK­04, eurfbcsr�tovrw stion be o surface treatment motcSi0q the surfoje, ASsE$4$LY MTALLF_'V COPPECTLY folowinq V004000"r The VA to be jooftld atto be av" os dry as prof-Aloo0o of the Om* at baevr4ekag t-y TW-IN A Wv Lliif to AN loq� 14* thoO* 4, THE CONTRACTr* SiW,t. ExISTINc, mAWOX K CORE DRILLING VU04*9, boo Mg, or oftler O"WW4*d 46watering ffi* 0� 90owy Up f to, of 00 oftor ", grod" ftawk be" 09*10vod� 9. A# culs, sktn be trimowd to neat stra t lines ond a toolt coat shoil 40 op&��mo ov o b. Add 3 tons per cw* pal"wbod aqvicutivrol rota, of 0,06 - wo "Wo ow "Owo ycwt :r_250 pr M-2 before ploc4riq the p4opt fr,��,x S[rO TtPE RATE MIN. Kazx) W4, CERM,(%,! Too foscut 60 lb,oc 917 w R"Womorit it Povernent shoo be fivrn edge of pavement to 'edge, of povernw�t cxcvvp�, Rod d*vw 8 tb/ac 95 65 *o" *NAAM wtk it# mode cod not toxWing the entko width of the pov*meef, Ladino ClOW 8 fb/oC 95 65 tL Alacetoont Q4 #1 Alphoft C006*4 004 surfoct tfooted cow*" *0014 be routil whWe Nur" doplh-,dont) Postltilo *#W 0 uft#!�O� 0 MiorW4601unv's rot" of ton (10) tons, and f*ffod unt4 the Sept I - Fob 15. agwe"tv is k*Y04"* Ab* bluo"oh- *we rooing is not possibio, 0 mechanical tomp wiii Arrnoo� R)mWass 12 lb/oc 96 85 be used. to 44 Otsr *tW* to to be pleOW in the trench daily uo to a rna*in� tv�gth of 500 Wdef Rye 12 �b/oc 98 85 feet. at wOkh tif"O"Ift 00YOMI"t *No be (;*W*d With 0 ternpOrOfy Ot pdrtn*6001i OSVI�CO`( Moy I - Aug 31t pfAch, If toriditlibW Ow togftoctor fAxM provide orrO mointoifi a base courve that is Gormon Miket 12 ttr/ac 98 85 owwrtws, to tho, "I wo SAO time as the opproplriate pooeinent patch can be owtod and comootion of #v# trittatto0on of:t" go*, v*vw, 6.n-.1 we'ter coni-ow-w 0,,fq1 ­�oofe puvomerf in the monov proscfibod c4, Tht Fob 16 - Apr 30, - � 10 o,�,,� � pwrrwit withir" n Annual ryeigrass 12 ibloc 98 86 Mkitch- 15 ton/oc witol! groin stvow 'om.mc_tor wii� j Fertgizor-. low lb/oc 10-10-10 1, Erosiori Control practices s"I Conforry" tc� tne raquavnenks of tq�r E sion of Sofilx* odtwoe 1�,4 (Sm%l ond Sediment control 14ondbococ, Z Aft perimeter w4h""t control -devices IftH t�e olfecivO ofl�,*r '�� cnj lerl-d ifHoarbi-4 NION 51 OVEFII _kY ASPI-LAUv FIGURE 1, Al octi"Aws and shoo rernoin in ploot until the S�tv ir, 4u�jy ist-obai'md, CONK"RE17F, S IRTA("R Cirg"XSE 3� The contractor shoo Wom ovWat Woding It; peaAdt deoirioq# and Illni f"SK prectuds, pooding of water. Aft off site gno*i%q and covsLeucuort fa to be, done v4th Me Property owner's Consent 4, Cut a" ft stopes MUM be groded at 0 moximvvi't of 2 horizontal to I veftims .mtess otherviiiot specified an " plant, 5, the f1mits of doo6mg and grading art reottitied to ifle timits of the pofc*l, IMMIN(i mvsewt 6� It* CNIRACT00 is r#aponsbe fee Ixtvoontinq the tr�xkifTj of ni" ood dhA x1to the pubik, riot -of -way. �A04WXVV#*CNM'#Aft COMM SEQUENM OF CONSXfttK,,TK* 1, instoli, construction ontronre ond estool�*�, 2, c4ow arid grob site '01 ME, ZI AL (yrl Y4 3, strip, stockpile arid vicbRize t<yp -,04 E' )WACT 611- 4- perform rough grading I V D 110 1 (Xr,; IKkX !�4 5. coosvvet dfoloo" 21 AOR4*110 4 STURE C(o AT OFTIVWU N*YM Ifni 6, begin ftak*# C&Wnsction 7, perform " grading and sit* slobil'i2otion 8, rw#wo OR temporary "Wimont, Control striAtAures mow W04 WXFILL 0W V MWACT0) 4, 7 '104 fF11.1 F ?4AX OV, TY n, OVr,.X4tAf k*j k own" &AND(* W) 57 MIN TF&Q4 %*0114 TO S(WMAT be * I X E do) , ft,4041re 24'.1 OD, Tm" box 'POOPOPE MAS TM4 1Z THE TPeR04 WVTH, VAY ft W MAJMXt sl*� 0400 #45 WOW ISTM"" Vat^* IQ z z a 31` M7 2& 4-4 A 41 x! ul �Pq "j Z!, , p 4"D C, Uj Iv, �011 NA j" NA f' K 631 76 633 32V EX. ENTRANCES a 3,=!95 x 636.76 xs atiaAr aces ro ac uarrx�. ! escwvNaGtr a Mr t,nsww !"l PLANT LIST , \ � / /'` f r�, a"u�o eta~« ao aRas+uco �. ` _� ������.. ~'�•. KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING \^ / ` f f 1 ' r 64 A / i! RKMW 31iL"'mot. '1! sr°'r .✓ cmvwd MINI" A" f ` `�"° '�`"" f �d CL 16 X Cupressocyporis leylondii Leyland Cypress 5�--6` B&B �3' o.C. IC — 42 Hex crenoto Japonese Holly _ 36" 3' o.c. ALL SIZES ARE AT TIME OF PLANTING / /"•. �,/ f 41, 05x 4 t 95 6,a due wr i/s OF AU\ mw EX. ENTRANCES `` x 6A6.)5 y f scAPWr 9W a.OTSOUM PLAN" 1� f 42'IQ ".�' PL�1M'IM 4 6TION 51 .10 - PR. LIGHTINGDD SPEC.. THE SPECIFIER-0 ESIGN SL ,- � � SS- ON f / d RS5-255a-11-BLKP DM10 5 f`rift�lS.t �'Z A�S� c1`�� �•'\'``� d'4 ~`` 57 m: �� C' 659.0 y \ CONTRACTOR TO CONSiJIT 5f /�G�EOTECHNtCAL ENGINEER AND > `PROV9)E REPORT DUE TO ALL PROPOSED UTILITIES � � / PR. LIGHTING �` . \ ' \ ND�TH CIF FILLINCLUDING ELECTRIC ARE f PIR 7 f TO BE PLACED UNDERGROUND / /'� DRAT B kiM 65$.00 '1°'\ / NV OUT = 6 oo ` 59,5 f 6 74�4 / x 60.17 I R. GRAVEL PARKI OT~ & DOUBLE Sr E.X. ENTRANCES `. _ _ S rk• x 3 P LAN D i c", OQ' CctiNcBSLAB.. EXISTING 10` WATER LINE INSTALLED ALONG -EASTERN SIDE 6 INV - t. OF GREENWOOD ROAD~kER PLAN 6 r OFF C OIL� DATED 1990 EX. ENTRANCE LOCATION TO BE USED FOR PR. / E}EFL DEG s E� VOOT ENTRANCE AS r /r Ci y ` f 20' wl E SM T.. 4' ' ALK _60 _63 ' \ 2�aQ�ip�,� `% / : ; u �33 10 f I <,,7 PR. 5' X 10' SIGN --�- PFOPO D q / c 1" KS�yWL / ^� 8' 45' BEND h- 8RI" SDR X6 REDUZCEER e t TI1N0GMY t 0' xi" /TEE 1 W \ Ffi. T > f f 1 ! f f J f �! I / / / / / f `a �`°f J / �%f ` f j f `�+• 1p 5 s.. g PR WL ,7 V lb R. FH f 1 r' / 6 ' R. y/ A L T dE TT 4(/ slcN E CRATI' > f IFARaiNG F TEST PIT REQ'o f - ' V 66 6s I f 'IM gN65 3 / / # I P CISED IMPR(W~MENT5 10 (oh L � � � % XISTING POND, SEE SHEET 4 ``-f,tt .13 11/ �.r`7 � �0.13 ; , µ �,`� 42 � f � / t � 51 PR 15" STORM SEW. RCP / 3 O A.AELRL{r INV = 662.50 / f 20.00646,00, 0 CONFIRM THE DEPTH OF THE EXISTING 7.4 7.r� `.� >� r f ` ''` l fAl P x/ %f `" .,: i � 7-E TI 18" CMP(T.B.R,) 30' 0' 30' a0' 90' WATERLINE PRIOR TO REGRADING THE'�j k /' - /�� / R %ER rf ' / ` 624.8 - - PROPOSED STORM CULVERT DITCH / / 62. O t X. ST Mt / V[v j �, V,� OUT 624.2 / 66$. i j f I 47 e J/ , / + / PROPOSED PERM.A ENT 1 �,"� t / / / �r' s jSCALE: 1 30' DRAINAGE F.AS£MEwT s f EW--1 PR. 1 s"�ilDf, ,� M .i 6 INV. ID tu 661.E �+ t ' `csi m l s �p "i r, h� 'b ro10 / r to EX. ENTRANCES R. GR F APRON 000 - / TO ME WITH EX. AGCE WAY Tq� '`,i ,,� f ,' f �� *'' j � ...'` .� `�. � "`�., , �,• } � I t PICNI AREA. I EX1,TING MH i 5D � J / o. `� f t 660 / ~ TOP 668,51 �, I INV. N - 662,06 .L i INV, OUT = 661.72 ��,� � � 1/ � F^.. 2"`� c,1i 4 u RE DRILL SEWER LATERAL TOP OF BENCH OF MANHOLE SEW FORCE tv4AI �h,. / MINIM Ct � TN r 1 Y - 3 ` 655 � .�673.57 �.. `' >� i \!k i St t 1 t EX. ENTRANCES 51 T C -PI 1 t EXIST116 GRADE PROPOSED r GRADE STORM T WATERLINE PR(7P35SE WATERLI I ,Ya t- i ace .t yc x 'z W 0+00 1 +00 PROPOSED WATERLINE PROFILE SCALE; HpR1 DN AL 1' = 50', VERTICAL, 1' = 5' dIVIm � 0 � r� Lj n uj v a z w r uj In C) uj m m +�- w w Q w- O v r 0 C-4 C) 2 03 CL H • >� p o cv CL If3 �i I N uj omwj c aE � o�. 0 u U Llo a �c' LEw15 21621 Lo 'SV i� NAL DATE: SURVEY: 06DEC99 ARTZ & ASSOC. INC SCALE: DRAWN: I " = 30' PLC C' I.: JOB NC,: 2' 9910001 DWG. SHEET: SHEET 3 3 icy A VAN ACCESSIBLE SIGW�, x 19' STND, RESORVED PARKING PARKING r77 'ND U-CHAN14EL POST (,--%I VAN ACCESSIBLE PER VAN NC ACCESSIBLE SIGN MP, GROUND SIGN WWII) Mffl=.SjrAj END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' GC`� 45* ANGLE OR 5' NOTE ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GOIDELINES FOP BUILDINGS AND FACILITIES;. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC' MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS !,/ITH CONSENT FROM BUILDING INSPECTOR, PLEASE REFER TO THE 9TF PLAN FOR THE PROPOSED LAYOUT AND ORIENTAT404`)F THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TQ SCALE 'OR AS 5040^ ON PLA-NS" 4A • PAVEEMENT 6" 21-8 GRAVEL 8" PURNX)OWN COMPACTED SUBGRADE—­­_ 4" CPUISHEID STONF '3000 PSI`; 4" CONC 6x6xW1.4xW1.4 WVI1F (1,5' Mir- CLEAR) O'ik\4' SITE PAVEMENT DETAILS rn"CRET TURNDOWN SIDEWALK DETAIL Nr,T Tn SCALE NOT TO SCALE NOT TO SCALE PER PLANS - 0 CONC, VERTICAL CURB ON T -`ALL SIDES OF PLANTER (3600 Psi) 4" CONC 2 112" 4" CRUSHED STONE 3000 PSI) 6 CONC 6" CRUSHER PON j 6 L7 x6xW2.9xW2.9 WWF _-A "'.OMPACTED SUBGRADE----­-_ 1,EAR' (2,5 Wn 6" CRUSHED AGGPE GATE PREPARED BACKFiLle" 17 . *Ir Ii PLANTING ISLAND CURB DETAIL SNECTION A - A,/ NOT TO SCAt,E' 4 _!0C,ATK'1N j i-F CANOPY POST Q 0 POSIO CANOPY ROOF LNE' W, _.'___J CONC, VERTICAL CURB ON OF P� LAN7ER At A. A4. . ..... ..... PLANTING ISLAND PLAN VIEW STORM WATER MANAGEMENT POND DISCHARGE CONTROL STRUCTURE NOT TO SCALE TOP OF BERM MIN, ELEVATION - 630,00 8, MIN. CONTROLLED FILL END SECTION(TYP),, INV - 624.50 wy ELEVATION 624,00 ELEVATION AUDIKE L . C 14-t-A 1,44-A PUMP ON LIGHT =-J kic C04DAIlT TO W)USE REMOTE ALARM SCHIMATIC U CULVERT OUTLET EROSION CONTR(j NOT TO SCALE ---ENO SECTION FLOW SLOPE O� VJX I STONE 0101 , am" I - furnish and install a orriplete non -clog sewage pumping system consisting GENERAL I I of : I HP submersible grinder pump and fft-out roil systems, valves, controls, access covers and rail other appurtenances to make a complete system. LIFTING CHAIN -- An adequate length of stainless steel lifting choin shall be supplied for rernoving the pump. The chain shall be of sufficient length and shall include on adequate number of lifting rings for easy removal, OPERATINIG CONDITIONS - Pump shall hove a capocity of 25 GPM at o total head of 20 feet and shall use a 1,0 HP motor operating at 3450 RPM, MOTOR -- Pump imotor shall be of the sealed submersible type rated I HP at 3450 RPM, 60 Hertz. Motor shollf be for single phase 230 volts, Impel,ler and rnotofr shall hove top lift -out of case so that the assembly can be removed without disturbing tiny pipiing, S;MPLEX CONTROL PANEL A Nema 3R, steel 1control panel shall be furnished the pumping unit to be installed, as shown on the plans. A0 electrical components shall be mounted in a NEMA 3R enclosure- The enclosure shall be 14 Ga. galvanized steel and shall have a hasp for padlocking (padlock not included). A rernote alarm panel with audio and visa ol alorms shall be located in the building TO 4' BELOW rE RISER(TYP) iIFT--OUT CHAIN---- LO LEAD 4 J30T, IANi�, 649,00 TO PUBLIC SEWER MANHOLE 32" X 32' CONC. RfSCP WITH 24" X 24' ALUMINUM HATCH -TOP ELFVAIIO14 w 659 00 HALLIDAY MOXL NO, FIR2424 HATCH MOUNTING ASS"' 2' DISCHARGE PIPING SCSI 40 PVC (TYP j PUMP 6' CRUSHED S STONE COMPACTEI) SI,78C;91ADE _­ 0 SECTION LIFT STH"TION/HOLDIN16 TAINK NOT TO SCALE 0 ll 07i A$ WA %J 0 0 • (N -E W U') man 0 Z z &U IWM P Iq IT14 LEWIS I I SHOWN i NA DWG� C-,HEJ­ SHEE-1-4 4/5 665 ME 655 ME 645 640 635 63C 62,' PROPOSED GRADE 0 8 MDPE PI V AX 2' SAN. SEW .44'-15'0 EXISTING GRADE 5-0 HDPE PIPE/ D 7 > ti it Li 06 It to 0 4, :3 v N 0 �01; 0 > Z Z ------------------ 0+00 1+00 STORM -SEWER CULVERT 11 = 5CJ'3 VERTICAL: 11 2+00 lJu FILE METER WX and COVER mn" vmR sox ("ft wm"? CsBt it K fma wA­T'fv#fw M112c Traft, A32W TIV04 MC.. 30 (frqgno) wTH RW- I-* (Too kidj rrafffc W, - SD (Fftwit) BATH AML -- 12 - -1 (lop L4) ;Y�Ae, 1/2' 940 POiyet*1400W O"tk 30- dw (VerfiC40t OrUSh StftrAA 911011 Oxceod -MM pour,") t,*,VAk4 2'. 4* vift _Foo__Vj&R*�dj nww c*vw sot 2' oboAm fioi. =6" PAW 16- in foquar" A itQ0 _=m mess 6 liens Otadmg sew" f"wrod n*0 CAW to '44 w4w tx* ""m* t* %fpf0*0 ww to o"o sow NC of ,1*11 Wwq The poitq OWN fto IMM 3/4- foot t'"md udeww. QL-Taft ew copiw for qvw' I,, roe fwt beyond $140WO& _"w motor DUAL METER INSTALLATIM 51/8", 3/4" & 1 METER INSTALLATION F,gure 5 AMENDME.'NT NO APPIt 199, AWNDUENT NO 19V8 4 + 00 TI, 00 .71 iW A T"I'M j A 0 L 1�f* .0 MAO- PLAN V" A Q.W A a "W" A, bo AppKww PDX to in..4804M" SECTKk AA uv- o'*,% fto 4-,4. 6,- dess CK =W00%~- SECTON MOW SIC74ON A, =1 wo".-Noot 11" em **wow *44VAN"m 3* tali. a. .'S ANA; �,j; 2(floo" ^*0 a-fo,*" MWID to 0*0040k,* 40 embfo) swmw*vWt Mrs ft 670 665 za 655 EXISTING GRADE PROPOSELO GRADE ............... h4 110'-15'0 RCP- W/L 0.91% z rn 'D it z > zw m. A EROSION SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANU 3.07 INLET PROTECTION 108 CULVERT INLET PROTECTION -'ROCK DAM 3.09 TEMPORARY DIVERSION 5)f—N k' i i D DIKE 3.13 TEMPORARY ST SEDIMENT TRAP 3.18 OUTLET PROTECT" 3.20 ROCK CHECK DAMS ------- PERMANENT SEEDING AND MULCHING 0+00 1+00 2+00 11 21 PROPOSED ENTRANCE CULVERT PR ILE SCALE! HORIZONTAL t I''= 50'; VERTICAL: V = 5' ORKWAL GROUW EELEV DIRECWM OF FLOW 67 CU YD /I ACRE 4 TLi OF FLQVJ 67 CU. YD, /I ACRE V��4 OPOUND ELLVANN (EXCAVAM) COAM A0GREGATE** LASS i Fw-RAP 0 .:,,)ARSE AOCJKLGATE SHALL K V00711 #3. #357, OR 05 TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL A vwfir. j" GREENWOOD ROAD STATE R'T. 656 Olt A FRONT ELEVATIMxxa SECT1A-A k4ol **mw xaall C..M. * t. 46M ft of 4 % to 0woo a* qw.* -4 0* .44" w owww-ftu ov" A$ f. 45, X" OF Vw jr "y New TO 04* *Mft a mmi", tow Irmo, 4*w'mw A*- r" tw vcuM At rAM tom.C~. come" *wA wo , ,•, A". ** wl am wooAhm N il 0, 4ow " ow of otoo ~ AMON 341 1404, *W 110110, of ~tw 'A mommAw to so i in to mm a~ A)0ft 4 woom ow witum of IN .0,400 is 30 wart "m aw Ad tow ww t t 'o— ow 11— ENTRANCE PLAN ft ft'am" a ow ftow w ft s,*-w 'w to a- q." ffw - 6—*& DETAK A DETAIL B NO iEALE I" am" pft *4 vie vr4 wr rs - 7z END WALL ftA ELLW"ICAL Pk 0moE swr t W!mp4lvt' i --co"MM CIAO ("flo) 1.» 3Yt 4,e 4W.W 5 $-To w4c" rieve 8-3 1-v PRECAST ENDWALL FOR PPE CULVERT Ate PAVww EMENT DESIGN A' ft w" 016 ww E60 " %oft* . . O%V#ftft!* � mq=w .m_q n DOW" 41 j *m "Aft Iowa"" AA "oil X ­0 . 'Jmk P,ow& .row AMWAIN 04WWA ps" V*w 04ftM 4*M#* %M*, pW' 44.0 " Apoftmw pw4w uft %w 4ftdtto 'vowts, popff losv w— tomm DOW* 0 Gow ALAIMIAI ftri­%m &m %ow-4 _wwoftoftowtio woms - — . poo& I)- "Mm" w wLn A cr A vi PLACE CHECK DAMS AS SHOWN ON THE PLMS z z L'j vD07 #I COURSE AWKWE CLASS i RtP W z 'c1 FLOW z LAJ 0 0 0 0 ti 4 ft Li ui SECTION A —A U_ �* 01 ROCK CHECK DAM 2'. 24* cw#k*Y OXNAGW bftkfa Uftd 7 oonw" 0WAUTF. ARCH r'Qt#=xcm0wvw TEMPORARY DIVERSION DIKE F.R. �- - I WHERE ORA% EXCEEDS 2% 0EMER 1, 'XmIlix-mm—L, 7 fkTER FABRIC NOTE: SftLWAI( ,T�rSTRAW SALES ANERAPPRMD WTHWS (smw WE rtKNN) IlUZf RLWW TO SkgN AS ,]TARED %AKY WATER TO "Sm WHEELS IF NECV5SAR`f. ,==two FLOW "wz VP'14 4 A A 2"- 3* COURSE AGGREGATE mm 6' TmCK 0AM 0 Oki t Ai ii T11 13-NARWI)N ROGE x 70' MIN, LE,PLAN WITS: 1, THE ENTRANCE SRALL BE MAINTAINED IN A CoNomow THAT wu P*VvEtil TRACXM OR FLOWW Or SEDAIEW WO M*LIC 00H15- ()F-WAY. TAS MAY REWN TOP DRESSM. REPAIR AND/OR CLEMW Of Wy W-MIRTS USED TO TRAP SE00ANT. 2_ WKN WCESSMY, WHIEELS SHALL K CLEANED 7EkVMA" Pooh To EWRANCE ONTO PLOOLIC RIGM-OF-WAY, S. WHEN WASHIK tS KOUIRED, 17 SHALL BE DONE GRAVEL ON AN AREA sTAKIZED ON CRUSHED STOW THAT D"WS 000 AN *" MD SEDIMENT TRAP CONSTRUCTION F­ OR SEDWNT BA% ON THE RAW!, ENTRANCE/EXIT 9aPPt wsl&t cArU GUARD AS CALLED FOR w _J (a) • 0 I 0 W*V 04 1- r, tra 0 va ui 0 0 0 't 4t LO tf) 0 c 0 Z E CA, 0 CL f(WAL DATE: SURVEY: 06DEC99 ART & ASSOC' INC SCALE DRAWN SHOWN P11(, C-I': jOB Ni NA 9C910001 C)W(;: H L [II SHEF, T 5 5/5 GRACE BRETHREN CHURCH STATE ROUTE 656 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY. VIRGINIA p. • USE: RESIDEN IAL ZONED: RA I'1J 55 A-80 - fi \ JAMES E. dI ARDEYTH 0. BUTCHER DBPIN: 748, PG. 132 \ USE: RESIDENIAL p ZONED: RA \ \ / PIN / : 55- A- 78A USE RESIDENTIAL ZONED: RA i \ \ -81 JAMES E. do ARDDEEYTH 0, BUTCHER PROPOSED CHURCH \ DB: 748, PG 132 / \ \ USE20NED: IRA / \ \ PIN: 55- A- 82 it/ \ \ RONALD E. DEHAVEN / / \ \ SE18 : RESIDENTIAL / ZONED: RA PIN: 55-A-83 \ it RONALI) E. DEHAVEN �/ EXISTING STORMIWATER \ DO: , 4, Pc 118 / DETENTION POND \ �� USEi ESIEDDENTIAL / RA ----'EXISTING OUTDOOR SHEDS • / \ \ PIN: 556-4-1A \ �, / \ LONZORA Ec HELEN 13 AM / DO: 750, PC 437 / US ZONEDICRESD R TIAL / �3 / // \ / \ \ \ \ PIN: 55-EA-91 / \ \ RONAID . DEHAVEN / \ SER4ESIDENTIA ZONED: RA PIN 558-4-2A \ \ JAMES 4! JEAN SNEDEKER \ DBE:7RESIDEN RESIDENTIAL / \ \ ZONED: RA \ `/va 5 FREDERICK COUNTY, VIRGINIA VICINITY MAP 1 " = 2000' PIN: 558- 4- 3 \ \ \ \ WILKINS DEVELOPMENT CORP / \ \ PA SS—A-92 D8: 599. DE IA PIN: \ RONALD E. DEHAVEN / USE: RESIDENTIAL 55- A- 79 \ DO: 84, PG. 118 ZONED: RA GRACE BRETHREN CHURCH \ \ USE: RESIDENTIAL \ ZONED: RA / DB: 215 PG 146 PIN: 55B_q_q / DB: 224' PG 137 WIIKlNS DEVELOPMENT CORP. / DB: 23d PG 87 \ LIST OF DRAWINGS: OS ZONED:DgAI / / VVB: 65, 'PG 388 \ / ZONED: RA \ \ VIIA 22.600 A SHT. 1/5: COVER SHEET CRES \ PtN93RONALD E DENAVEN SHT. 2/5: GENERAL NOTES PIN: SSB-45 •/ \ D8: 84, PG. 9A3 WIIKINS DEVELOPMENT CORP,A/ USE: RESIDENTIAL SHT. 3/5: LAYOUT AND GRADING PLAN Ila 4�` \ ZONED RA / USE' SR�ESIDENTSA� \ ZONED: RA \�/ / ' \ / �9 SHT. 4/5: CONSTRUCTION DETAILS \ RALPH LEE COOPER D84465SHT. 5/5: CONSTRUCTION DETAILS \ \ 1 USE: RESPCIDENTIAL00 \ ZONED: RA \ / \ PIN: SSF-2_-A \ / \ DAV1D A. LESLIE HARDESTY \ \ DO US1651 E: 81 RE9.SIDENTIAL \ \ ZONED: RP \ \ / \ / \ / PIN: SSF- \ ROBERT 2-1- T I: 55F-2_1_3 \ d CAROLYN E THOMPSON M jRK STERN h BARBARA SLATE \ / DB: 786, PG 397 / 43 DB: 9tt, PG 627 \ USE: RESIDENTIAL USE: RESIDENTIAL \ \ \ \ / ZONED: RP / ZONED RP \ / / \ / PIN: 55E-2-1-29 PIN: 55F-2-1-4 \ PATRICK Qc BETHANNE NOIA HOMAO do REBECCA LAWSON t DB: 837, PC 9t7 �; / / 08: 76t PC 432 \ USE: RESIDENTIAL \ UZONED:D RP \ \ / ZONED: RP / s \ / PIN: SSF-2-1-5 STEVEN E. do SUSAN COOPE PIN: 55F-2-1-28 PIN: SSE-2 1 42 / DO: BOND O PG 339 \ SONC PYO d[ HEY JA HONG PIN' S , WEIN TEI / A�\HARD 0. & DONNA S. SHRpUT USE ZONED: \' 4 D8: 733. PC 1087 KARIN T. WfINSTEtN \ '+C DO: 765. PC. 119p \ USE: RESIDENTIAL D8: 896, PG 428 \�� \ USE: RESIDENTIAL ZONED: RP USE: RESIDENTIAL / \ ZONED: RP ZONED: RP / PIN: 55F-2-1-6 \ \ / \ ALIEN $ JUANt1A LARRICK \ \ PIN: 55F-2-1-31 �/ \ / 08: 7g5. PG SOt \ \ RUDOLF $ BARBARA KEYL PIN: 55F-2-1-q1 USE: RESIDENTIAL ;,0 DII 79g, pG t434 DAVID A. do DARLENE K. NESS / ZONED: RP \ \ USE: RESIDENTIAL \ DO: 771, PG 1656 \ \ / PIN; 55F-2-1-27 ZONED: RP /\ USE: RESIDENTI4 / PIN: S.JOHN-7 \ CARLTON JAN RICKETTS \ \ ZONED: RP DORIS E. JOHNS � JJJ///��� DB: 917, PG. 1p53 DB: 799. DE IAL \ \ USE: RESIDENTIAL / USE: RESIDENTIAL \ / ZONED: RP PIN: 55F-2_1-32 ZONED: RP MICHAEL & SUSAN MASTEROPIETRO PIN: DO: 908, PG 1473 (ONALD K. SHARON L. USE: RESIDENTIAL SHARON L. BENN\ PIN: 55F_2_t_ \ \ p PIN: SSE-2-1-26 ZONED: RP DO: 796, PG. 1655 \ AROLD do ANN L. FULLER USE: RESIDENTIAL ERIC Ac DAWN STRO�jYDER D8: 940 PG. 94 ZONED: RP / USE:7RESIDEN1.315 �/ USE: RED, PC. 9 ZONED: RP 55F_2_1_9 \ VINCENT $ KATHERINEBID NACIN / USE: R&DENTIA6 / ZONED: RP / PIN: 55F - 2-1-10 TEPNEN C. 8 MEREDITH 4"0 / DB: 881, PC. 440 USE: RESIDENTIAL ZONED: RP ZONED: RP L \ PIN: 55F-2-1-25 \ DOA. &DONNA H ROSS USE: RESIDENTIAL \ ZONED: RP 80' 0 SCO.(e 1" 80 f t S,t,- Pl,, # oa-ocz) ZONING ADMINISTRATOR ATE APPROVED FREDERICK COUNTY, VIRGINIA 656 R01 D S i R016lud F Go ROod 00000 SITE SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL t , 7 V,, LTH O��t A, d JG is x No.021621 o��ssl �C,��ww ANAL E_ RECEIVED MAR 0 1 2000 DEPT, OF PLANNING/DEVELOPMENT PAINTER=LEWIS P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 240' I Telephone (540)662-5792 Facsimile (540)662-5793 JOB NO.: 9910001 06DEC99 SHEET 1 /5 ASSY. ASSEMBLY BF BASEMENT FLOOR BILK, BLOCK DC BOTTOM OF CUBE BML BUILDING MOUNTED LIGHT BSBD. BASEBOARD CII=G CURB I GUTTER CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN T DIA. DIAMETER DS DOWNSPOUT EDP EDGE OF PAVEMENT FF FIRST FLOOR FFE FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6' HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MB MAIL BOX MH MANHOLE MSP METAL SIGN POST NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN NTS NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN, SANITARY STD. STANDARD T,B,D, TO BE DEMOLISHED T.B,R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WSP MOOD SIGN POST WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET x00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION GENERAL NOTES 1. The property delineated on this pion Is located on Route 656, Greenwood Rood in the Stonewall Magisterial District in the County of Frederick, Virginia. The owner of the property proposes to construct a new church facility on the 22.6 acre tract. 2. Property Owner: Contact: Mr. Ernie Smith Grace Brethren Church 645 Berryville Avenue Winchester, VA 22601 Telephone: 540-662-0467 4. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER -LENS, P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 5. Property boundary and topographic information shown on these plans was provided by Artz & Associates. 6. Site Data: Parcel Area: 22.6 acres PIN: 55((A))79 Zoning: RA Use: Vacant Proposed Use: Church Front Yard Setback: Required - 60' Provided - 140'+ Rear Yard Setback: Required - 50' &esidentiol Provided - 1170' Side Yard Setback: Required - 50'Cresidential Provided - 120' Maximum Building Height: Allowed - 35' Proposed -30' Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 12,300 sf = 0.12 FAR 7. Parking Space Requirements: Property Line Setback: Required - 5' Provided - 10'+ Church with 240 seats Required - 1 space per 3 seats 60 spaces Provided - OB spaces including 4 ADA spaces Loading Space Requirements: Required - none 8. Handicap Accessibility. HC parking spaces shall hove a maximum slope of 1:50. HC romps on the site shall hove detectable warning surface per ADAAG 4.7 and 4.29. HC romps off site shall be constructed per VDOT standards. 9. Buffering Requirements: No buffering or landscaping is required. 10. Environmental Features: Wetlonds - None Flood plains - None Sinkholes - No sinkholes hove been identified on this site. Steep Slopes - Steep slopes ore defined by the Frederick County Code as slopes exceeding 15X The area of steep slopes allowed by the code to be disturbed is 25X The proposed construction area contains approximately 6500 square feet of slopes exceeding 15% which will be disturbed. The surveyed area of the 22.6 acre parcel, as shown on the plans, contains opproximatefy 71,640 square feet of slopes exceeding 1551. Without regard to the remainder of the 22.6 acre parcel, which like contains additional steep slopes, the amount of disturbance proposed is 9.07 X Woodlands -Woodlands have been identified on this site. Woodlands ore generally defined by the Frederick County Code as including largely mature trees in groves greater than 1 /4 acre. None of the wooded area of the site is proposed to be disturbed during construction. 11. Storm water management is provided by a detention facility constructed on the property. See the report by Pointer -Lewis, P.L.C. titled "STORM WATER MANAGEMENT REPORT"; Grace Brethren Church, dated December 21, 1999. 12. Lighting: All exterior lights shall be positioned to preclude direct illumination off site. Proposed lighting shown on plans represents o conceptual plan only. The contractor is to submit o final lighting plan to the Church for approval prior to inspection. 13. No outdoor storage is proposed. 14. All proposed signs shall conform to the zoning ordinance requirements. ' 15. No outdoor trash recepticles are proposed. FCSA CONSTRUCTION NOTES 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY, 2, EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 3. 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 BE PROPERLY ALIGNED WITH ITS METER BOX AND YORE BAR, 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/ CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 4. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BE CORE DRILLING THE MANHOLE, EROSION AND SILTATION CONTROL NARRATIVE Project Description The owner proposes to build a church on a 22.6 acre parcel. The total area of disturbance on the parcel is approximately 2.0 acres. Storm rioter runoff from the improved areas will be collected in a storm sewer system and discharged to the proposed storm grater detention pond. Site grading will include the use of on -site materials to bring the site up to the proposed grades. Existing Site Conditions The site is currently occupied by a church. Slopes range from 2.0 53 to approximately 40.OX Adjacent Areas The site is bordered on the east by the Route 656 right-of-way. The remaining sides are adjacent to residential properties. Off -site Areas No off site disturbance or construction activities are anticipated. Critical Areas None ore identified. Erosion and Sediment Control Measures 3.02 A 12'w by 70'1 temporary stone construction entrance with o concrete woshrock will be constructed from Route 656. The entrance shall be maintained in o condition which will prevent tracking or flow of mud onto the public rights-of-woy. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed in selected locations downstream from the construction area as a first measure of construction. Silt fence will be placed at the proposed toe of slope along the entrance where the fill slope will be extended for the turn lone. Silt fence will be installed around the downstream side of the topsoil stockpile. Silt fences shall be inspected after each rainfall and at least doily during prolonged rainfall. Any required repairs shall be mode immediately. Damaged, decomposed or otherwise ineffective sift fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach opproximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.07 A bole and gravel drop inlet sediment filter will be installed around each of the proposed storm voter drop inlets immediately after installation. The structure shall be inspected after each rain and repairs mode as needed. Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.08 A stone berm will be installed as culvert inlet protection at the upstream end of the detention pond outlet culvert. The berm shall be inspected after each rainfall and at least doily during prolonged rainfall. Any required repairs shall be mode immediately. Damaged otherwise ineffective portions of the stone shall be replaced. Sediment deposits should be removed after reaching approximately one-half the height of the barrier. Any sediment deposits remaining in place after the berm is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.09 Temporary diversion dikes will be constructed along the downstream limits of grading. The dikes will be constructed with on -site materials and will be seeded with the temporary seeding specification immediately after construction. The dikes shall be inspected after each rain and repairs made to the dike, flow channel, or outlet as necessary. 3.13 A temporary sediment trap will be installed as the outlet control structure for the diversion dikes along the north side of the construction site. The trap will be constructed in accordance with the typical detail and dimensions given on the plans. The trap will be constructed with on -site materials and will be seeded with the temporary seeding specification immediately after installation. The trap shall be inspected after each rain storm and repairs mode as necessary. 3.20 Rock check dams shall be installed as depicted on the plans. The check dams will serve as sediment control for the diversion berms as indicated. Sediment shall be removed from behind the check dams when it has accumulated to one half the original height of the dom. The dams shall be checked for sediment accumulation and functionality after each storm event and repairs mode as required. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and oil areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporar6ly seeded and mulched. To coincide with the anticipated construction dotes, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipoted time for construction completion is September 2000. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(9) Sept 1 - Feb 15: Annual Ryegross 50 Ib/ac 96 65 Winter Rye 50 Ib/ac 96 85 May 1 - Aug 31: German Millet 50 lb/oc 96 65 or Feb 16 - Apr 30: Annual ryegross 75 Ib/oc 98 65 Mulch: 1.5 ton/oc small groin straw Fertilizer. 1000 Ib/ac 10-10-10 Permanent Stabilization The contractor shall stabilize oil denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that ore to be left dormont for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of oil soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 20 of soil after final grades hove been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN, GERM.(7.) Tall fescue 60 Ib.oc 97 65 Red clover 6 Ib/oc 95 65 Ladino clover 6 Ib/oc 95 65 Nurse Gross -(season dependent) Sept 1 - Feb 15: Annual Ryegross 12 Ib/oc 90 85 Winter Rye 12 lb/ac 90 E5 May 1 - Aug 31: German Millet 12 Ib/oc 9E 65 or Feb 16 - Apr 30: Annual ryegross 12 Ib/oc 9E 85 Mulch: 1.5 ton/cc small groin straw Fertilizer: 1000 lb/oc 10-10-10 1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook. 2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place until the site is fully stabilized. 3. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site grading and construction is to be done with the property owner's consent. 4. Cut and fill slopes shall be graded at a mouimum of 2 horizontal to 1 vertical unless otherwise specified on the plans. 5. The limits of clearing and grading ore restricted to the limits of the parcel. 6. The CONTRACTOR is responsible for preventing the tracking of mud and dirt onto the public right-of-way. SEQUENCE OF CONSTRUCTION 1. install construction entrance and establish perimeter silt fence 2. clear and grub site 3. strip, stockpile and stabilize top soil 4. perform rough grading 5. construct drainage controls 6. begin facilities construction 7. perform final grading and site stabilization 6. remove all temporary sediment control structures CONSTRUCTION NOTES VA (0 1. The existing utilities shown on these plans are based on available information. The . CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve VIRGINIA DEPARTMENT OF TRANSPORTATION these utilities. If the CONTRACTOR should encounter utilities other than those shown on STAUNTON DISTRICT these plans, the CONTRACTOR shall immediately notify the engineer and take the REV 7/95 PAGE 1 OF 1 necessary and proper steps to protect the facility and assure the continuance of service. GENERAL VOTES FOR ENTRANCE PLANS 2. The CONTRACTOR shall hove approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at oil VDOT GENERAL DOTES: times. V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST 1) Iz EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION 2 3. Cut and fill slopes shall not exceed 2- horizontol to 1- vertical unless otherwise coiled (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, for on the plans. THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS C) Lai 4. Controlled Fills: APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF A. Controlled compaction shall occur in all fill sections for pavement, trenches for THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST utilities and in other areas as designated on the plans. B. Controlled fills shall be compacted to 95% density as determined by methods STRINGENT SHALL GOVERN. per standard proctor ASTM D 698. Density shall be verified by a qualified soils engineer. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. C. Controlled fills shall be compacted In E inch lifts (loose thickness) to the DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH specified density, beginning from the existing ground surface, unless otherwise ADMINISTRATION AND VOSH RULES & REGULATIONS. approved in writing by a qualified soils engineer. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC D. The surfaces directly beneath areas to receive controlled fill ore 4o be cleared, M I- g stripped of topsoil. The area is then to be scorified and compacted to a CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN w rubbed, and stri � ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK � depth of 6 inches to the some density as the controlled fill to be placed thereon. ;;r E. Fill material shall be taken from approved borrow areas. It shall be clean soil, AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC B free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH ob jactionoble material. VDOT'S JANUARY. 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. 2 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO 6. Storm sewer and pavement materials called for on the plans refer to standard VDOT REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE designations. SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 7. BENCHMARK: Metal spike in wood power pole adjacent to the proposed entrance V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE - elevation = 667.68 RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. S. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A 9. Fire (ones shall be delineated as directed by the Frederick County Fire Marshal. PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE 10, The CONTRACTOR shall obtain permission from adjoining property owners prior to OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY conducting any off site construction activities. COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. � 11. The CONTRACTOR shall coordinate the relocation of the existing utilities with the V7. CONTRACTOR SHALL NOTIFY THE LOCAL VD07 RESIDENCY appropriate utility company as necessary. OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WiLL ALSO REQUIRE 12. All building lighting shall be installed to ovoid spill -over onto adjoining properties. 48 HOURS NOTICE FOR ANY INSPECTION. p�? 13. Topsoil is defined as friable cloy loom surface soil found in a depth of not less than 4 V8, THE CONTRATOR WiLL BE RESPONSIBLE FOR MAINTAINING inches. Satisfactory topsoil is reasonably free of subsoil, cloy lumps, stones, and other ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT objects over 2 Inches In diameter, and without weeds, roots, and other objectionable PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF material. Strip topsoil to whatever depths encountered in a manner to prevent intermingling A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE with underlying subsoil or other objiectionoble material. Stockpile topsoil in storage piles in VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. areas indicated or directed. Construct storage piles to provide free drainage of surface water. Cover storage piles, if required, to prevent wind erosion. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. 14. Clear site of trees, shrubs and other vegetation, except for those indicated to be preserved. Completely remove stumps, roots and other debris protruding through ground surface. Fill depressions caused by clearing and grubbing operations with satisfactory soil a material, unless further excavation or earthwork is indicated. VDOT SUBSEQUENT SPECIAL PROVISIONS 16. Burning of excess materials will not be permitted on the property. 1. All patches are to be replaced in accordance with the following regulations and as shown 17. Remove waste materials and unsuitable soil from Owner's property. on Figure 1. 18. The CONTRACTOR shall obtain a Land Disturbance Permit from the Frederick 2• The permittee will be required to replace the surface and base of the roads included County Public Works Department prior to initiating any site work. A copy of under this permit in accordance with the Roads and Bridge Specifications and this Special the VDOT entrance permit will be required. Provision. o 0 3. Bockfill material shall include a minimum of four (4") inches bedding materials (sond or Q #57 stone). The balance of the bockfill shall be approved soil compacted to the bottom of � o subbase layer (Type I, Size 21A or 21B)• The entire backfill sholil be free from wood, 0 decaying material, asphalt, concrete, ice, frost, large clods, stones and debris. 4. Bockfill material shall be composted to o minimum of 95% of the theoretical maximum � Q density at optimum moisture content, as determined by VDOT testing procedures, use mechanical tomping r ,roughout the depth of the trench in six (6") inch layers to insure that (ice adequate support is provided for the subbase layer (Type I, Size 21A or 21B). 5. It shall be the option of the Resident Engineer to request and review the bockfill compaction test results and/or authorize an inspector to monitor the compaction. p o Q 6. Cuts in roads with Surface Course (SM) and Asphalt Concrete Base (BM) shall be oo replaced with ten (10") inches of Type I, Size 21A or 21B aggregate compacted to 100 Ln1J percent of the theoretical maximum density at optimum moisture content covering the entire ILn1j trench width in addition to bench of six (6") inches from oil sides, this foyer shall serve as Q subbase. An Asphalt Concrete base course (BM) of six (6") inch minimum thickness or v match the existing base thickness, shall be placed over the subbase. A surface asphalt �5 Q concrete course of a minimum of 1.5" (SM) shall be placed on top of the base (BM) covering Ld the trench width. The asphalt concrete surface course shall be slightly higher (1/8"-1/4") than ® the existing surface to provide a smooth grade into the existing pavement surface. 0: 7. Cuts in surface treated roads with aggregate base course shall be replaced with the some layers as roads with asphalt base (BM) except the subbase layer (Type 1, Size 21A) is reduced to six (6") inches and the (BM) foyer to four (40) inches but still keeping a six inch bench. The surface course shall be a surface treatment matching the existing surface. E. The cut to be backfilled shall be made as dry as practicable at the time of backfilling by (����❑) O pumping, boiling, draining, or other approved dewatering methods. 0 --fl N 9. All cuts sides shall be trimmed to neat straight Panes and a tack coot shall be applied at a ❑ rote of 0.05 - 0.15 gallon per square yard of RC-250 pr CAE-2 before placing the plant mix. �+ 10. Replacement of pavement shall be from edge of pavement to edge of pavement except 0 when individual cuts ore mode and not covering the entire width of the pavement. a (0 11. Placement of all Asphalt Concrete and surface treated courses shall be rolled where 0) 0 U possible with a unit having a manufacturers rating of ten (10) tons, and rolled until the @ i aggregate is keyed into the bitumen. Where rolling is not possible, a mechanical tomp will be used. In all cuts stone is to be placed in the trench doily up to a maximum length of 500 O 0 0 feet, at which time the pavement shall be covered with a temporary or permanent asphalt E patch. If conditions, the contractor shall provide and maintain a base course that is () 00 acceptable to the VDOT until such time as the appropriate pavement patch con be applied 0 t It and completion of the installation of the gas, 0 sewer, and water lines, contractor shall restore pavement in the manner prescribed on the VDOT permit within (90) cloys. c C 12. Contractor will be responsible for any depression grater than 1 /4" that occurs within O W 0 three years of completion of patching. Correction shall consist of milling and replacing 1.5" U of surface course mitt (SM). � 0 MIN. 1.5" OVERLAY ASPHALT FIGITTtE 1 CONCRETE SURFACE COURSE TYPE (SIV4. o L� EXISTING PAVEMENT : A.J Op : •..................... ....... ................. , ....ASPHALT CONCRETE BASE COURSE �?Iil (BM) MIN s' .............. TYPE (BM) TYPE I SIZE 21 A OR B A��° COMPACTED TO IQO% MAX. DENSITY � AT OPTIMUM MOISTURE CONTENT 21 A OR B MIN 10 <'-6" r- 6- SELECT MATERIAL I BENCH 'DUAL� TYPE 1 CBR 30 APPROVED SOIL OR SELECT MATERIAL BACKFILL TYPE i, CBR 30 COMPACTED TO 95% MAX. DENSITY AT OPTIMUM MOISTURE ®Q CONTENT DATE: SURV 'Y: PIPE \ 06DEC99 NA BEDDING 41d ©�m SAND OR NO, 57 STONE SCALE: ®RAvir: Mild. TRENCH WIDTH TO SUPPORT NA PLC O.D. +24°(°j I *--TRENCH BOX f C.L: JOB NO.: " FOR PIPE LESS THAN ITTHE TRENCH WIDTH MAY BE 36° MAXIMUM. NA 9910001 SEE UB-1 (ROAD AND BRIDGE STANDARDS VOLUME ►I) DWG: SHEET: OUT f�ePLACEiU1f�P171N8 ROADS WITH ASa�ro6�L°0� CONsi;:�4E�(� W���g 4�� �j�ll��=aAi�� SHEET 2 2/5 PLANT LIST ZE SPACING / x 6 \ /11 633.32� 633,04 EX. ENTRANCES \ / I' 3 '95 x 636.76 , KEY QTY. BOTANICAL NAME COMMON NAME SI ALL SIZES ARE AT TIME OF PLANTING EX. ENTRANCES \ EXISTING 10WATER LINE INSTALLED ALONG EASTERN SIDE OF GREENWOOD ROAD --,PER PLAN DATED 1990 TEST PIT REO'D 3 I PR. 15" STORM SEW. RCP INV = 662.50 / 2 .00 CONFIRM THE DEPTH OF THE EXISTING WATERLINE AT THE 7.40 0 ENTRANCE. IF DEPTH OF BURY IS LESS THAN 36", LOWER TH WATERLINE TO DEPTH OF BURY PER FCSA SPECIFICATIONS. E NOTIFY FCSA INSPECTOR PRIOR TO EXPOSING THE WATERLI . 668./4 LOWER WATERLINE PER FCSA INSPECTOR INSTRUCTIONS. PROP DRAM / \ EX. ENTRANCES �6 / __73-57 \ / / \ EX. ENTRANCES 60 / 01M "7 :ACM w111113war PNM All 1111100 AND TEAK DRANCHU ALL am TO K (OMFUlMy / EXCAVAID Or ALL ElIR1M 1 90L To Mau= aww AND .AaOMRLM / WMCH To K 3' WIN � � TAGS rAaw rwrt. /o / 641 8 / \ / h / INWATar 1/3 OF Au 301L ►u � 41.95 geo / � I L AROUND E X . ENTRANCES x 6116.•, 9CAWV ROOTS ON POT0Q `+ �\ / quo w Awls 4\�K7 CpPACT 9TO L!!� AT OPTION AIOkGIUIf CaIiTEMT x 645.- - SHRUB PLANTING 8E0 / 4 x 642,RQ SECTION 46 4.2 / 648.03 x651.10 DD IF---►---► ST 3 0' 0' 3 0' 6 0' 9 0' DM1065 / 2,99 2/• 5,1 659.0 6 .64 ss4 so \ \, \� SCALE: 1 " = 30' / / x 643, Z x 6S ss6 C \ \ \ \ CONTRACTOR TO CONSULT A,/ 57 6.,_\ c� 659.0 \ 6S 6S \ \ GEOTECHNICAL ENGINEER AND / e .\ \ �\ \'PROVIDE REPORT DUE TO PR. LIGHTING DEPTH OF FILL. GRATD B \ i C-) / �/ RIM 658.00 ?000 059.5 00, ,� s� I i N OUT= 65 .33 40 0 00 /6,5V, 4 x 4166 421CTC 657 / 60.17 / R. GRAVEL PARKINQ OT $ \ J Ij PR &DOUBLE SE ry ,�O PR i P LAN S ND SO 160 600' COLAB; \ 6 INV = 61. 0 �. O. �O 656.20 6 16 D R OFF C OPY p (0' op cl DEFL 7 SE 00, OS� DEG E (oA,) g I 86 P RNDO?3 Chi x 5 -80 / Tam ro`�`d�ryrO� 20' WL ESMT. 4 ALK� 663.0 •\ y?40 S ���QC,y �Q�A . I � � / � / / / gory X TING 1 2 ? \ F E'iOyT Fq /VC `` ��• / �/ lb 6 1 — Q of PR. WL \ O 30'IS \ ' / �o �N� R. HClro -3 8 65 .2 / I fo��o /' \ O 71L� -SEE . 4/ / / rb40///�� / , \ i 659. C R. SIGN PR, B ti� [NO PARKING FIB +"NEB RIM= 65a � i' / / / / / /P 6POSED IMPROVEMENTS TO �661.,5 1 V I UT 0 73 cV x 6 5.42 9 % �XISTING POND, SEE SHEET 4 PING PER / J / / / / / -- `•, • IR MASH I / Q / � 1 / p�'k/ , s R x 6 air. �✓ / / / � / / / � / �. �`. / �A�P X// / / ( / E TI$G-18" CMP(T.B.R.) B' B9 f P R E7`ER I m1 — 624.8 1 j 62. 0 / / / EX. ST2M / C,P / V OUT = 624.2 4 hFA R // f DE NCI IANENT SENT �% � EXISTING MH 15D TOP = 668.51 INV. IN = 662.06 INV. OUT = 661.72 CORE DRILL SEWER LATERAL AT TOP OF BENCH OF MANHOLE � / f INV. Ob - 6 6. J 670 611 40 r 'l � 661 6 +. u3 a e , rO (o coS /� �ry j - EXISTING 0 0Q'• `" � ey `o /`° � � � GRADE 5. ` 00 6 f J / I ' ` ` t % % j / PROPOSED �0 ss GRADEI ` ' ' �! j I 665 t. GR APRON / /f / / / (PROPOSED S ME WITH EX. f / r ~` \ i J / , STORM ICE WAY T \ \ + ^NI AREA. y 660 WATERNINE PROPOSE WATERLINE oo SE FOF�CE MAIN " M\NIM�\DERTH OF t RY = 36 \ \ 1 ' \ 655 1 J J / \tOD OD IL / TO S01 /! / // f o CD ra o o P ( �+ W +I W O. 1+0 W ST KPI E 0+ 00 1+ 00 PROPOSED WATERLINE PROFILE / SCALE HORIZONTAL: V = 50'j VERTICAL, I' = 5' I— O V ti a U Q 0 W F- w O r w U In Z LLJ a 00 m m ti � 'W. � O O IV 0 o z Z J �a. J w J V j — Q Z Z W Cr CL cr a WW U w O w a. V O O N • w NNtj� N N � O � tD co WY�^0 O 't O mi U> � o m � c r c o W o U OL n, U Z N O — 14) a �LTH 0 " � - No. 21621 � IONAL �G1 DATE: SURVEY: 06DEC99 ARTZ & ASSOC. INC SCALE: DRAWN: 1" = 30' PLC C.I.: JOB NO.: 2' 9910001 DWG: SHEET: SHEET 3 3/5 CULVERT OUTLET EROSION CONTROL NOT TO SCALE �I 54" 30" VAN ACCESSIBLE SIG ­4 2' x 18' STND. J RESERVED RESERVED PARKING PARKING STND. U-CHANNEL POST I I t�] VAN ACCESSIBLE PER PL PENALtt {tOp-bop PENALtt flop-600 TOW -AWAY jONE TOM' -AWAY jOME VAN HC ACCESSIBLE SIGN PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE 4'- 6" (OR AS SHOWN ON PLANS) cD '. PAVEMENT 8" TURNDOWN 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL C❑NSTRUCTI❑N SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: N❑-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEV❑E, L❑UISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE TURNDOWN SIDEWALK DETAIL NOT TO SCALE C° 0'-6" O I 6" CRUSHER RUN COMPACTED SUBGRADE 6" CRUSHED AGGREGATE 6" 21-B GRAVEL 11—�-111 COMPACTED SUBGRADEy=III-III- 11, ,11►- ❑N SITE PAVEMENT DETAILS NOT TO SCALE IiI' I IrLLi PLANTING ISLAND CURB DETAIL SECTI❑N A —A' NOT TO SCALE . e . G . a ° .4 d 16' - 0' t ' I I '_0 LOCATION OF CANOPY POST / R LOCATION OF CANOPY POST CANOPY ROOF LINE v �n 1 4'-8" CONC. VERTICAL CURB ON i ALL SIDES OF PLANTER °\ O + e A ° e • • A A a e • 4. e . • 4 PLANTING ISLAND PLAN VIEW SCALE: 1/2'=1'-0' END SECTION(TYP) INV = 624.50 EXCAVATE TO ELEVATION 624.00 CONCRETE SLAB DETAIL NOT TO SCALE 4" CF (3000 6x6xWz.�jxvvz.�j vvvvr (2.5Min. CLEAR) VISUAL ALARM-----, AUDIBL UG CONDUIT TO HOUSE REMOTE ALARM SCHMATIC FROM BUILDING STORM WATER MANAGEMENT POND DISCHARGE CONTROL STRUCTURE NOT TO SCALE TOP OF BERM MIN. ELEVATION = 630.00 8' MIN, 2 END SECTION CONTROLLED FILL 1 SLOPEFOW0.00% ELEVATION 32.00'-12"0 HDPE PIPE ® 17.2%+/- INV = 619.00 STONE STRUCTURE ID L I W I D STONE d50 MSD POND CULVERT 1 16' 1 12' 1 18" 1 0.80' GENERAL - furnish and install a complete non -clog sewage pumping system consisting of : 1 HP submersible grinder pump and lift -out rail systems, valves, controls, access covers and all other appurtenances to make a complete system. LIFTING CHAIN - An adequate length of stainless steel lifting chain shall be supplied for removing the pump. The chain shall be of sufficient length and shall include an adequate number of lifting rings for easy removal. OPERATING CONDITIONS - Pump shall have a capacity of 25 GPM at a total head of 20 feet and shall use a 1.0 HP motor operating at 3450 RPM. MOTOR - Pump motor shall be of the sealed submersible type rated 1 HP at 3450 RPM, 60 Hertz. Motor shall be for single phase 230 volts. Impeller and motor shall have top lift -out of case so that the assembly can be removed without disturbing any piping. SIMPLEX CONTROL PANEL A Nemo 3R steel control panel shall be furnished the pumping unit to be installed, as shown on the plans. All electrical components shall be mounted in a NEMA 3R enclosure. The enclosure shall be 14 Ga. galvanized steel and shall have a hasp for padlocking (padlock not included). A remote alarm panel with audio and visual alarms shall be located in the building TOP TANK = 655.75+/- 2' X 2' LID W/LIFT HANDLES — 4 5/8" INV. ELEV. = 654.40 PLAN BACKFILL TO 4" BELOW CONCRETE RISER(TYP) LIFT -OUT CHAIN HIGH WATER "ALARM" +24" SECTI❑N LIFT STATI❑NMOLDING TANK NOT TO SCALE DISCHARGE TO PUBLIC SEWER MANHOLE 32" X 32" CONC. RISER WITH 24" X 24" ALUMINUM HATCH TOP ELEVATION = 659.00 HALLIDAY MODEL NO. F1R2424 HATCH RAIL MOUNTING ASSY. 2'* DISCHARGE PIPING SCH 40 PVC (TYP) GRINDER PUMP =6' CRUSHED STONE —COMPACTED SUBGRADE V) J Q W to Z O U n f5 (n Z O U w J U_ U Q x V) Z_ U ZQ J � _5 W Q �= a W 0 W1-(5Y xN<U UUJI LLJ LLJ Q W LL C)UJI Q O V) C� JN O ■ ■� 0 N r0 q) N LC) U) - V) I N I N (n W 0� � O 0 J -0 U) ' p m C W O Q . E in U 0 C (n _6 � a � ZN 0 a DATE: SURVEY: 06DEC99 NA SCALE: DRAWN: SHOWN PLC C I.: JOB NO.: NA 9910001 DWG: SHEET; SHEET4 4/5