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HomeMy WebLinkAboutSDP201800012 Plan - Approved Final Site Plan and Comps. 2018-11-14TT 0 9 -,,,1 wv 1 4 a 441, #VIA M blivA I 111M, I f I ][I j 4 4-L E P11 k - __j __ - L h i NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 07800-00-00-021 B0 WOOLEN MILLS, LLC P.O. BOX 1099 CHARLOTTESVILLE„ VA 22902 EXISTING ZONING: C-1 COMMERCIAL PROPOSED ZONING: C-1 COMMERCIAL MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: ROGER RAY & ASSOC. LOUISA AERIAL SURVEYS, INC. P.O. BOX 430 MINERAL, VA 23117 (540) 967-1499 RIVANNA RIVER PROD. NO. 7012489 AIRBORNE SURVEY CONDUCTED: 12/25/2013 ADDITIONAL TOPOGRAPHIC INFORMATION: 2/13/2018 DATUM: VERTICAL: NAVD88 SETBACKS: FRONT: 10' (MINIMUM) 30' (MAXIMUM) SIDE AND REAR: IN ACCORDANCE WITH BUILDING CODE PRESENT USE: WAREHOUSE PROPOSED USE: 43 1 -BEDROOM RESIDENTIAL UNITS (GROUP R-2) TYPE A UNITS (2% OF 43 TOTAL UNITS) = 1; TYPE B UNITS = 42 49,345 SF NET (61,681 SF GROSS) OFFICE SPACE 724 SF NET (905 SF GROSS OFFICE -ACCESSORY BUILDING) 2,900 SF BREWERY TANKS 724 SF NET (905 SF GROSS RETAIL - ACCESSORY BUILDING) 5,500 SF RESTAURANT 1,010 SF STORAGE REQUIRED PARKING PER ORDINANCE: RESIDENTIAL: 43 ONE BEDROOM UNITS X 1.5 SPACES = 644.5 SPACES OFFICE: 49,345 SF X (1 SPACE / 200 SF) = 246.7 SPACES OFFICE (ACCESSORY BUILDING): 724 SF X (1 SPACE 1200 SF) = 3.62 SPACES BREWERY TANKS: 2 SPACES / EMPLOYEE = 2 SPACES (ASSUMED) GENERAL RETAIL (ACCESSORY BUILDING): 724 SF X (1 SPACE / 100 SF) = 7.24 SPACES RESTAURANT: 5,500 SFX (13 SPACES/ 1,000 SF) = 71.5 SPACES STORAGE: 1,010 SF X (0.14 SPACES / 1,000 SF) = 0.14 SPACE TOTAL = 395.7 SPACES 20% REDUCTION PARKING MODIFICATION = 395.7 X 20% = 31 E3.56 SPACES TOTAL PARKING REQUIRED (ADJUSTMENT): 317 SPACES PROPOSED PARKING: 325 SPACES ADA PARKING REQUIRED: 9 SPACES (AT LEAST 2 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 9 SPACES EXISTING IMPERVIOUS AREA = 2.19 ACRES PROPOSED IMPERVIOUS AREA = 3.87 ACRES ACSA NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING 4" WATER METER THAT SERVES THE WOOLEN MILLS PROPERTY, LOCATED ALONG PIREUS ROW (OFFSITE). THE EXISTING 6" DIP CONNECTED TO THE 4" WATER METER SHALL BE CUT AND CAPPED AT A LOCATION BEYOND THE EXISTING FIRE HYDRANT ASSEMBLY ALONG PIREUS ROW. EXISTING 6" DIP SHALL BE ABANDONED IN PLACE. THE FINAL LOCATION OF CUT AND CAP TO BE DETERMINED BY ACSA DURING THE PRE -CONSTRUCTION MEETING. FINAL SITE PLAN -SDP-2017-76 COUNTY OF ALBEMARLE, VIRGINIA PariAv:a s i, 'ffr:pS4n h41ir,, 12/4/2017 SITE LOCATION Gr�i�i CrJ , ro ,r+ity � .-J C0.0 i >f REZONING APPROVAL, CONDITIONS & PROFFERS Gr�i�i CrJ , ro ,r+ity � VICINITY MAP 1" =1000 DEVELOPER: BR MANAGEMENT P.O. BOX 1099 CHAROTTESVILLE, VA 22902 CONTACT: BRIAN ROY TELEPHONIE: (434) 996-3904 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 i .=� �� REZONING APPROVAL, CONDITIONS & PROFFERS r NOTES AND DETAILS VICINITY MAP 1" =1000 DEVELOPER: BR MANAGEMENT P.O. BOX 1099 CHAROTTESVILLE, VA 22902 CONTACT: BRIAN ROY TELEPHONIE: (434) 996-3904 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 REZONING APPROVAL, CONDITIONS & PROFFERS C1.0 NOTES AND DETAILS CIA NOTES AND DETAILS C1.2 NOTES AND DETAILS C1.3 NOTES AND DETAILS C1.4 NOTES AND DETAILS C1.5 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 EXISTING VEGETATION C2.2 DEMOLITION PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION AND SEDIMENT CONTROL PLAN PHASE 1 C3.3 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 C4.0 SHEET INDEX C4.1 SITE PLAN C4.2 SITE PLAN C4.3 SITE PLAN C5.0 GRADING PLAN C5.1 GRADING PLAN C5.2 GRADING PLAN C5.3 GRADING SPOT SHOTS PLAN C5.4 GRADING SPOT SHOTS PLAN C5.5 GRADING SPOT SHOTS PLAN C6.0 STORMWATER MANAGEMENT PLAN C6.1 STORMWATER SUMMARY PLAN C6.2 STREAM BUFFER MITIGATION SUMMARY C7.0 STORM SEWER PROFILES C7.1 STORM SEWER PROFILES C7.2 STORM SEWER PROFILES C7.3 SANITARY SEWER AND WATERLINE PROFILES C7.4 SANITARY SEWER AND WATERLINE PROFILES S1.0 RETAINING WALL LOCATIONS S2.0 SOLDIER PILE RETAINING WALL DETAILS L1.00 PRELIMINARY LANDSCAPE PLAN L1.01 MITIGATION PLAN L1.02 MITIGATION PLAN PLANT SCHEDULE AND NOTES L5.00 PRELIMINARY SITE LIGHTING PHOTOMETRIC PLAN L5.01 PRELIMINARY SITE LIGHTING FIXTURE PRODUCT DATA NUMBER OF SHEETS = 40 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): OFFICE/RETAIL: 250 GPD/1,000 SF = 67,401 X 250 GPD/1,000 SF = 16,850.25 GPD RESIDENTIAL: '100 GPD/PERSON = 43 UNITS X 1.5 X 100 GPD = 6,450 GPD RESTAURANT: 50 GPD/SEAT =140 SEATS X 50 GPD/SEAT = 7,000 GPD TOTAL GPD = 30,300 {GPD AVERAGE HOUR: 30,300 / 24 = 1,262.5 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 1,262.5 X 3 = 3,787.5 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 3,787.5 X 2 = 7,575 GALLONS SEWER FLOW (AVER/AGE DAILY FLOW) OFFICE/RETAIL: 67,401 SF X (250 GPD PER 1,000 SF) =16,850.25 GPD RESIDENTIAL: 43 UNITS (1 BEDROOM) X 1.5 X 100GPD/PERSON = 6,450 GPD RESTAURANT: 140 SEATS X (50 GPD/SEAT) = 7,000 GPD TOTAL: 30,300 GPD SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE v L ✓t��' ,Iby/ 40 L r a 13 It led e s 4 L.it_ ilii 4-180 10/1 rim b m O p ON U N ui N = Q O E it! N E :-� Q16 O LL L LLS O LZ < J U , LLS J -'-' LI; U, 5: O N _N mni- 3:O Jx � LL_ c) fi d. 7 <Q tl? i- o ON� It 00 J li> LUi- Ui M (D 7) 0 S C3 LU w U Q z 0 U) 0 r 1= DATE 12/4/17 DRAWN BY A, ALLISON DESIGNED BY C. SHIFFLET" CHECKED BY C. KOTARSKI SCALE N/A iI b 0 C 3 W N N a 9z ,2 CL � 0 0 v Q a W > 0 0 o WW O C) U > 8 1.0 °J WQ� a U CICuj 'S o Ly m °c5 C!3 Q v z 00 J 0 o� c° a U o= Z Z 1n O ami * , , a W �x e� �� �o CLW 0 z1) tUcn r 0 �N �� vo v Eca� o � m v �U 'Q JOB NO. of o 37032 N O C U SHEET NO. a o CO.0 � -F- - pw G 0 � Z Z (f) Lu W W ti wZ _O U) ZG :z Q Z z >:z O 0 yUU��U vUwgv W a W a, O W CL W a, 4 D 4 4 1611 U, 11 j LL, wwww ce- cl�C4ct� Q� �cocoCOco LU 6 000� DATE 12/4/17 DRAWN BY A, ALLISON DESIGNED BY C. SHIFFLET" CHECKED BY C. KOTARSKI SCALE N/A iI b 0 C 3 W N N a 9z ,2 CL � 0 0 v Q a W > 0 0 o WW O C) U > 8 1.0 °J WQ� a U CICuj 'S o Ly m °c5 C!3 Q v z 00 J 0 o� c° a U o= Z Z 1n O ami * , , a W �x e� �� �o CLW 0 z1) tUcn r 0 �N �� vo v Eca� o � m v �U 'Q JOB NO. of o 37032 N O C U SHEET NO. a o CO.0 � -F- - COUN V OF ALREMA i'�LE Department of North Wing 0)"WoUtwOlk" vi vgJ11622901-45,94 Pbo lie, (4341294.5$32, F at 0354972-4126 h4 kv 19",2017 , 06, 200-CGanett St i-lllavfbkesy 111c, Va, 1 2902 ZMA161604016 Woolen Mills, ZNIA,101600021 Wookil, Mills, SP201600027 w4johm 411118 A11.11s Dear Mr. Carani'ams, On May 10- 2017, tho Boar&d Supervisom tua, actiom� on Thc requeld: lo wzonotht, pwt-)Pefly from ['11". Ugfolti&mtry- to (11, Ccwanv,�rciai was approved by the & I wd �s Mtvtiov of the a(liched urdihamoz mid attacbed 94si flgg#Lffi pg-ZMA 20 3 6 QW) 21 rberequesifto Reami.MR1.5.4 acfbs:of SWelYSIopts Overiv c. r' pm-wrV0. ist stos e # Y"a Jay Durr t, �4aaagqd sloP0 w 3 4rVrQV?:d fl'&Bciffd'sadoptiq cifth,aiMcbW oro, kill -cc ami T . he m-quot to allow residendal. developtneot wa's a I? prowd:bythe 136ods, adoptiamortivd attadlwd resoludon, and c-oudilims. 1 I W. T1mquV4 toialo allow vidluding, but not limitod te$ ww"01fig walls mid i.vw,tj.wnt-, itial Als, rweh as.conerew whidi arc or watercourses far t he: Pit t 0-Tive anw, owflood 1�0;itrbl �Vwl iojilvoycil b the d are 0wffl ere, 6wi, :�Swjp ion 9)Mt� , dAw- �ixtnhed moltdion Slid cooditioii,�, Pleftse be advise(I that although the Albemarle County Doard of Suptr0so:rs: tookaeflon: onf6 Project noted abay.Vf. no tvivs:owthe propm(yaslipprim"d above way bow been rewefyed aod cooditions have Wwftulet, This indodes, compliance vvith. coaditlium of.tbv 14REVIAL U5W PF1',9ATvr; appro-val of alid with a S!T)4�� PI, AN or,.o WE' P1,�kN.AMFNDMFNT- aud i§Pfnvvij of a ZONING CUAKI-1,1ANCE C-L&ARANCE. be-ffire bh-w4rigu4sa ;s39.iflo-wcd, bytho' special use pomit or iisparhaw-k qwmk IdiTig the abov.vr- noted action, ploaw colitntRe, 322,6., p chlef of Planning 1$r airr D' CC; 1" a#'; IM: Tr-� Of collxo� rs, 01, E, it It! Thaoh'j.'r 1 le, a 1:N1'ThaQVFr&T d' I F 0.13.o -k 1409 Ciaa lafia# <;i ala Va:,'2902 L RF9aL,UTU.XN TO APP40VE: SP 2016-27 W0()LE-NA1113-LS AND SP 2016-28 W001,E13MHLS Wn't ha, 1i - �. � 11 - um wit Ifto rezonim appilcatiansfzmA nm4o woolth x4nm aW_- ZMA 1, o T th "I M. 1? 20J 6-2 t, WOO e K Is 0 (,�Outmxf Purelmism/Owher Pt.- IRX IIAP A 04 ,5ubmilled qPP11ofimv,\:f0r speoial, Uso Permits to peanit residential developine-utin &.C- I Distrietaod tv. ob p;t' afid 0 app*licafions� :id fit-ifit PcTiuit-activit fir ffie 11 d I d F�4liwtivclyaspfial Use Pormit 20:16410 0-7 2016-,277), and SIvaiaR ,w-Pernift 1 164y)Q28 wooleti'mills WUE.RFAS,on1N4ky. 2. lit ized1niblic: hearing theAtbeiriarkD_ a tit cop ty P1 0 'qg WHER I ay 1 11 fliml i� f8ulwrviso -s bvJ du nQti e :ppblic EAS, ty, j 10,20 7,1a,A1 ar) Cetwv1y13,wrqo d ly c,d heariggs, pi) SP 2016-27 and SP 2016-28, NOW0 TIWREFORLK, HEITIZESOLVED that, twin the going thestaft Pubhu 1waj-1xA6,, M(Libe a ;j?o,0Av,. 1 -t.°, 1 J , ,k� Pul-11,41t, 41 Albe 1 A0 I pigleXpUaty C`ode 4�2 :2 1:8-3 03, 1 1,Ad IS -13-8, the Albel-narle Coulity 'goard ci# 'S horel4y ap VsSp �21016-27 all &P d 2016-28, subject.1-0 the condifi6im adached bere-to, J., Claudotte K Botgerse-ij, do hem+y wfl i gi fm, 'C' free t of aRe.mAution 9 % tin $3, (1 0 UMM, my adopu�d:by ta=r Bo.wld of I SuptyvkoofAlbeinarle Cottaty-,Ili�giwkl- by, a, vote of five to as I 1 arifirerntarz la id onM Clcrk- .a.rdofC0'vMySup,-,xv Bo W2416-27 Wooten Mills: SIP I Ai-fwxi mum of 94 residential: unit i is Perinifto I., sp 201,643 woolem Mills Spedal Use Permit C-midition Permitting of 0. lm�d di arbailmiji 016 flo!udpldn� the applicam PAM to haa] she Plan approval of shaWobtalirl, a, Conditional f-,etter of.Im!"P. R (QU-)'h4R), Far mm'dFe'dervI1.3afar Nlanagemem t Agluoy (FEMA.)�,anj a Floo.dPlain Devolopmont'Pannit fibitt:Mbomarle, Coutity, In wldicion,, the ap 9P -�Xm t E '4114, -1 Pik 6 _ytne-f Ivy �agweer:011 prye"Tomaknoo with FENIX I jan 115,110 FEMA fit with'approwdpa ,vPrt)vvd CLOW aa4 appIlicant shall ob6hl a, FEMA apprOved, 1A)MIC u xmlplkuna or 1A I. Am; Nq O-RD"CIF NO. 17-A($) 34'5v MA.Bek y NICKjl y Nbs, Pal.inor y Mr, Sheffield ,Absgq W2416-27 Wooten Mills: SIP I Ai-fwxi mum of 94 residential: unit i is Perinifto I., sp 201,643 woolem Mills Spedal Use Permit C-midition Permitting of 0. lm�d di arbailmiji 016 flo!udpldn� the applicam PAM to haa] she Plan approval of shaWobtalirl, a, Conditional f-,etter of.Im!"P. R (QU-)'h4R), Far mm'dFe'dervI1.3afar Nlanagemem t Agluoy (FEMA.)�,anj a Floo.dPlain Devolopmont'Pannit fibitt:Mbomarle, Coutity, In wldicion,, the ap 9P -�Xm t E '4114, -1 Pik 6 _ytne-f Ivy �agweer:011 prye"Tomaknoo with FENIX I jan 115,110 FEMA fit with'approwdpa ,vPrt)vvd CLOW aa4 appIlicant shall ob6hl a, FEMA apprOved, 1A)MIC u xmlplkuna or 1A I. 0 FFER 9FAT E ME, N `F ZMA. N. 2.916-16 ,RX Wal Owft�t0 fee of the Collett Ni. ThaO Tru,0; Thach ust f Rccoyd, CoUeft 10 Thach Trum. ov, a,fth*Edif.hC.ThachTr ,t.(,.hp ittiftervaa,"a il fivd.y. "Flu el,'l Conluact Parchmer Wouleft Mlilk� LLC it Mr.givia Hinited hability co j)-Apy 34 Date of 20 il.? 10.3 awm5to,lay: re1on04 firma Light Irrdustr.1r p C Tfiaehis.ffieowIler (tile, *'Owneyl,fbf Tw� map, mid Paroef: Nujftbtr,07SOQ40i 00-02ID(the"r �rop ,0 is the suzet: of rezoTling applicati'mi ZN4A No, 20.1.6-16 A project kmowri as "woolell Mal -11 )ffoolm, Nsal i, L.LQ: pw-01,05er ('Vontlap-t Purd aswe) of the. Propedy b in -Y that cena, Option to 4 4gr igtw,Jhe OwIne-11, 4 teby volim OlYpt listed ter jow w hich shall be aphed to ffie,vFop orty if it -i� rezaned, to i1w, zoang. distifled aboVe. rhesac6ftditfuls, are, Prof femdas a fiat €:z# lbe mquesiultezorting:md thomvrw adnowle"Ok6; thatt4c o0ildiUms are reasuil-mbk Low,,,,f. 1rafl 1.110ading a, padestri to bridge K-wer 1`s lfj(11,e's, cre'ek providing wtme0JOn to 1,'axkiap 78, lark 22' A And Fav fmwW Smtsh 4:11 he11jod f I -prov -Theprecise OCUU01 a 4JW Toi: wid bzid ,4101 fv, timmoly aremujx� by, the ow e- or tr C o mad arch agrevnents.hall no f be, .9--. At y 1:40j1#4te w1fiv,the R ivannaTrail :sy lewi, :l'his:prpflfor 0,notobligate the OkA v Y/Contr 0 11?vlm 10 submimsion cif theFinut SiteT1w1,ff,-)r the Prbjut, own6l0toalvUrchaSlar mialt P"! '60'at totl , le, cowity'a eopy:of Vk it i'l 1. RCsotmccs' Pc if ewiou of tv pro ae� ell 1. rehabilitation wark, P. 3-A111 dcveh)pmr,.,a within. the 1),(*t shall complywith the I tax 'Credit requirements" 4, TheTnal SituTlafi; fol lbe Proje0shall hic-1aue -W, � 4. 1' ubboab aman,: or zdloa ng 0 p a cultural rcsourcm jimludl ag but aptli. i'ed I o t pretve exhibits, qmd, telikew!R foh-are Visible Ju p0libly kmmi4le-areams, 5- The, parking Tj!tae;-, I farkutS -0 11 8 Atea�Qhj T Oject V�hich: fi,,, aec, sed firow-Ewt K. , S -hi ted, W 8ace's, P - Cm E C D 0 O-RD"CIF NO. 17-A($) 6r At TcOY-/ $iof tile. Iota. ujt f ta ad k-ased outdoorar, moftho.Ttmetl wi. be.uscd.nm", .'NuArp '90 PA. P., yy ZMAU1,64AU21 W,001,FN NRUS' �g awating, a4d: c ex i0 hutse�, rosi4tritially iv employment offan), 0 ANC)RDINA 1r TO. REZONE L54 ACRES O.F:TUIP,,S'�TF�lf',P,S'X,,OP&-S OVERLAY WTRICT to of M'�C�jpftn4�,y for I wholssaaace oflth4a fint Con ff Cwoeyj IAItiacrt�Plirvlmse,�r�)�iall, < 0 > E FIROM PRMERVED S'Lont, t l x t #E' A A wtnp:sum ran 1811,00riffibutioll:tv tsar lie of IvILase &by. the, tarty ftv 1 6E rtt.A SIT; Ping 0"'tkergnprov t roads an Ts oct x1a w, it WHEREAS t1mapplidaiml te'. rewhe 1.54:wt,3,oflhes� -op slopr-s overlay'kiiArkI frum,pres . 0 1,,� , 00. e , S to N J: 'let P Uj F- LU > 3: Purel. Nmbw, 07WO-0 0-0010-11 Kis idenfifW as. ZMA 210 j6_00021 wbole-ftAm.s ffN tun OW NNI-HERRAS, the Phmning CwurQ5sioh hold a duAy hotim;6f U --:hear4),, on 7AM 20 16,2161-1 mkly 2, 2017 pub v C) � Cl U. w0 i4aA0 Tic r 1 4. : U WHEAKAS,on ay !.(,:2 17, tho�Alhejnade:C 0 ced gobfil ounry Board 6�ervjwmheld a didyi) tj a 0� LU M !�CN-6 fal Im. Thach trust ilzal.mg an -'zw. 2016. W < _j U Go 0- _j - Lri arra _ofThe �Ufffcport pmpayed for ZMA 2W]6��21 and It, indilding 1he:tqz-,fjni U U rtg.app j9p y.A d 15 20.16 C) -Tuace,cff Inc rl p m,.Ki, 14s;t �,oVkidd, 6!1: Febmwy 23 0 17, the, mfivrillafloxl� vresentM RT, fulovant I ring U P,matpri U di finctons in virpnia,00de: § 6.11284the characwristica of tamivigod, �Wopes, m -A PTe.,,wxvv,3 ziopa st Ated ftl ClOwAy C,'odc §38-30,7-1, an for. thc:,puMoses ofpublic, lnitm 6 genera we f4rc andgoo zofflrl macficm, y Nve 8,P 3: 0 x U U) thef3oW hereb approlvem ZNIA110.16-21 with, the conce-pt plan datedAugust -15, 2016andliagi revis'ed on I r _5 w 23, 20171 CONTRACT PURCHANRER U) z Z, Claidetle do bereby eertify 1,{ > 0 LLJ tat diek r dufly 1. P -W. - . -0 IV, Mo Wn 10g. is a Ude c retta 1. < Ln Ln "WopieW bytfile Boaydofsopmfisars ofAlbematio Catintymrgitila, by avote offive to-zeto as-rem.-ded holow, aft a M-Plulu z, LE on h4a.--10t ,_- 0 41 rian 0000 Titic-. Manage -T AM� N C) LU k0 F- .T-dy, N?IoKed'. y ..._..- ams, pafill�v Y 8o�wv Mr�:.Rwidmph Y C4 0 FFER 9FAT E ME, N `F ZMA. N. 2.916-16 ,RX Wal Owft�t0 fee of the Collett Ni. ThaO Tru,0; Thach ust f Rccoyd, CoUeft 10 Thach Trum. ov, a,fth*Edif.hC.ThachTr ,t.(,.hp ittiftervaa,"a il fivd.y. "Flu el,'l Conluact Parchmer Wouleft Mlilk� LLC it Mr.givia Hinited hability co j)-Apy 34 Date of 20 il.? 10.3 awm5to,lay: re1on04 firma Light Irrdustr.1r p C Tfiaehis.ffieowIler (tile, *'Owneyl,fbf Tw� map, mid Paroef: Nujftbtr,07SOQ40i 00-02ID(the"r �rop ,0 is the suzet: of rezoTling applicati'mi ZN4A No, 20.1.6-16 A project kmowri as "woolell Mal -11 )ffoolm, Nsal i, L.LQ: pw-01,05er ('Vontlap-t Purd aswe) of the. Propedy b in -Y that cena, Option to 4 4gr igtw,Jhe OwIne-11, 4 teby volim OlYpt listed ter jow w hich shall be aphed to ffie,vFop orty if it -i� rezaned, to i1w, zoang. distifled aboVe. rhesac6ftditfuls, are, Prof femdas a fiat €:z# lbe mquesiultezorting:md thomvrw adnowle"Ok6; thatt4c o0ildiUms are reasuil-mbk Low,,,,f. 1rafl 1.110ading a, padestri to bridge K-wer 1`s lfj(11,e's, cre'ek providing wtme0JOn to 1,'axkiap 78, lark 22' A And Fav fmwW Smtsh 4:11 he11jod f I -prov -Theprecise OCUU01 a 4JW Toi: wid bzid ,4101 fv, timmoly aremujx� by, the ow e- or tr C o mad arch agrevnents.hall no f be, .9--. At y 1:40j1#4te w1fiv,the R ivannaTrail :sy lewi, :l'his:prpflfor 0,notobligate the OkA v Y/Contr 0 11?vlm 10 submimsion cif theFinut SiteT1w1,ff,-)r the Prbjut, own6l0toalvUrchaSlar mialt P"! '60'at totl , le, cowity'a eopy:of Vk it i'l 1. RCsotmccs' Pc if ewiou of tv pro ae� ell 1. rehabilitation wark, P. 3-A111 dcveh)pmr,.,a within. the 1),(*t shall complywith the I tax 'Credit requirements" 4, TheTnal SituTlafi; fol lbe Proje0shall hic-1aue -W, � 4. 1' ubboab aman,: or zdloa ng 0 p a cultural rcsourcm jimludl ag but aptli. i'ed I o t pretve exhibits, qmd, telikew!R foh-are Visible Ju p0libly kmmi4le-areams, 5- The, parking Tj!tae;-, I farkutS -0 11 8 Atea�Qhj T Oject V�hich: fi,,, aec, sed firow-Ewt K. , S -hi ted, W 8ace's, P - Cm E C D 0 < 0 > E 1 6E Uj F- LU > 3: 1-4 < LL C) Cl U. w0 U 0� LU M < _j U Go 0- _j - Lri Uj > cc� C) LU rl U 3: 0 x U U) r _5 w U) z Z, > 0 LLJ < Ln Ln ,_- 0 41 > 0000 0 C) LU k0 F- 8o�wv C4 � � 0 LLJ LQLj LQLj Lj-j C, LLJ (f) V) (f) V) V) (D 9 � :DLLJ 0 W LU M co00 " 00 " co " 00 LU > w LU " C3 C.) ko < 0) U 0 DATE 1214117 2, 0 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE NIA CL < 0-0 2! Z 0� U C LLJ ': LL N U- 0 0 0 0 U.J 06 U) z .j < all > LU > Z) z o LLJ 0 0 Ovm%k U LU 00 -j LU m, < Uj 0 0 L U) < 0 z 0 o CL CL W 0-0 0 z ZNz0 a) :5x U.j 0x � Q) N 16 -IF LLJ �15 0 q) 0- a) C X 0.2 (D 0 VI 0 E m 0 vo 0 JOB NO. 0 (n 0 U) cu t 70 2 37032 C O 0 SHEET NO. Co. I a) E Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public .right -of way, including connection to any existing road, a pen -nit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erasion control plan and shall be installed prior to any clearing, grading; or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). inhere reasonably obtainable, lesser slopes of 3:1 or letter are to be achieved. fi_ Paved., rip -rap or stabilization prat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for i.3niforzn Traffic Control Devices. S. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -- Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 25 EYY �RYf�!:'f n.:t::.�,:[•. :i. s,,;.z::nt l.t'G` 1 .: !�!"_F.. 1^:..( :J<. February 6, 2013 ACSA GENERAL WATER & SEWER CONDITIONS 1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK, 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE, ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. :ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA, 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL. GEODETIC SURVEY. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800.552-7001). 6. .ALL. WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE, THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC, 7, ALL. WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, S. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE. ADEQUATE RESTR A;INT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 3, TREES ARE NOT PERMITTED IN THE. ACSA EASEMENT - THE C(;NTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).. , 4 "E,Efi +<:,: GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A)) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSEi(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHTOF WAY. (NIA) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft.. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENIGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17A-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE ENID OF THE DAY 33, VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. RWSA SHALL MAINTAIN ACCESS TO THE BACK ENTRANCE TO THE MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY (AWRRF) THROUGHOUT CONSTRUCTION. 35. UPON COMPLETIONI OF THE PEDESTRIAN BRIDGE OVER MOORES CREEK, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE PROVISION OF WALKING TRAILS CONNECTING TO THE BRIDGE. 36. ALL EXISTING FIRE HYDRANT ASSEMBLIES LOCATED ONSITE ARE TO BE REMOVED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CON STRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT S HiALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DIISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR; STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT 1S DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND LEGEND ROADS �H SEWER TRAFFIC STOP BAR S T. > EXISTING SANITARY SEWER THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE STORM PIPE &STRUCTURE N0. PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DROP INLET & STRUCTURE NO. .. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINEDV & 1i WATER CURB ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SII CURB & GUTTER _.. _.1 EXISTING WATER LINE . DRY CURB & GUTTER 6" W PROPOSED WATER LINE PROPOSED PAVEMENT �- 6" W PROPOSED VALVE PAVED DITCH !1+- 6" W PROPOSED TAPPING SLEEVE JUTE MESH DITCH - PROPOSED FIRE HYDRANT (COMPLETE) A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON CENTERLINE OF DITCH GRADING BENCH MARK TC =TOP OF CURB CLEARING LIMITS BC =BACK EP OF CURB = EDGE OF PAVEMENT -0- R-1 VDOT STANDARD STOP SIGN TW = TOP OF WALL N c BW = BOTTOM OF WALL - -200 --- EXISTING CONTOUR TS = TOP OF STAIRS REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. BS = BOTTOM OF STAIRS 200 PROPOSED CONTOUR N/A = NOT APPLICABLE TO THIS PROJECT +240.5 EXISTING SPOT ELEVATION MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE TC 240.5 PROPOSED SPOT ELEVATION @ PARKING COUNT Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public .right -of way, including connection to any existing road, a pen -nit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erasion control plan and shall be installed prior to any clearing, grading; or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). inhere reasonably obtainable, lesser slopes of 3:1 or letter are to be achieved. fi_ Paved., rip -rap or stabilization prat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for i.3niforzn Traffic Control Devices. S. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -- Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 25 EYY �RYf�!:'f n.:t::.�,:[•. :i. s,,;.z::nt l.t'G` 1 .: !�!"_F.. 1^:..( :J<. February 6, 2013 ACSA GENERAL WATER & SEWER CONDITIONS 1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK, 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE, ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. :ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA, 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL. GEODETIC SURVEY. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800.552-7001). 6. .ALL. WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE, THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC, 7, ALL. WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, S. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE. ADEQUATE RESTR A;INT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 3, TREES ARE NOT PERMITTED IN THE. ACSA EASEMENT - THE C(;NTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).. , 4 "E,Efi +<:,: GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A)) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSEi(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHTOF WAY. (NIA) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft.. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENIGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17A-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE ENID OF THE DAY 33, VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. RWSA SHALL MAINTAIN ACCESS TO THE BACK ENTRANCE TO THE MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY (AWRRF) THROUGHOUT CONSTRUCTION. 35. UPON COMPLETIONI OF THE PEDESTRIAN BRIDGE OVER MOORES CREEK, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE PROVISION OF WALKING TRAILS CONNECTING TO THE BRIDGE. 36. ALL EXISTING FIRE HYDRANT ASSEMBLIES LOCATED ONSITE ARE TO BE REMOVED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CON STRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT S HiALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DIISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR; STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT 1S DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND UT 1.04 SEDIMENT CONTROL �H 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE CLINT W, PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.„ .. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINEDV & 1i ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SII SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND . SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON C v THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE N c CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR > E REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE a PLAN APPROVING AUTHORITY. a n 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL LU O TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL LU v m 7 STABILIZATION IS ACHIEVED. "' "�' -"' O 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING � 0 DEVICE. z 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 3� O cn X cU Q AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO 9 W "- vl MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE U) �' IMMEDIATELY. z > o w w I� w 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. o o H p W 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE `q O O O O INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. v� a d �UUJ�U > C> 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ® 11 z U ZONING ORDINANCE SECTION 5.1.28. O O U O 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE U U w K U CODE OF ALBEMARLE. ck� Q cY ck 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE °w LIMITED TO THE HOURS OF 7:OOAM TO 9:00PM. ® 19 p p p p -uwwWw 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS U� U-) V) V) Ul) ti�.ti: (LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO Z) w > ' 5 wwww ,ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET 0a cl� C4 QX Q� QY IBECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. 'THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO co co co 0 (PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION Uj w wO N N N CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, IBUILDING OR OTHER PORTION OF THE PROPERTY. ¢ ® M \ 0 0 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE Z ,AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ,ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF v� > DATE ,ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO (L 12/4/17 BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY 0 EROSION CONTROL INSPECTOR. DRAWN BY 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS11000SF, A. ALLISON INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE � DESIGNED BY APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% C. SNIFFLETT PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL CHECKED BY INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL � C. KOTARSKI EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS SCALE FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO N/A ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22, PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTIONIL (ORDINANCE SECTION 17-207B) LL N Z U N > v RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES LAST REVISED: APRIL 2016 0T In In 0 0 2- 1 1. RWSA MUST MAINTAIN ACCESS TO THE MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY (AWRRF) VIA THE REAR GATE AT ALL TIMES BOTH DURING AND AFTER CONSTRUCTION. 2. ALL WORK ON RWSA PROPERTY IS SUBJECT TO INSPECTION BY RWSA STAFF. NO WORK SHALL 0 BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN s PERMISSION FROM RWSA. _ < _ o 3. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH y_ �- > l-- _ OF ALL co EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL I I I Z) Q IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD LLJ Q CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND U STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. Lj I Z DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE L.0 Q ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN w = o PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING gra BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF < 2 z ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE0 0 REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL o ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. j � 6 DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. c o o= zN o2 2 S� X W o Q� 7 N U tZ O N U N N � O O N U � O O E � U � O � � C g -6 9 U JOB NO. N o N - U 37032 C SHEET NO . N O � U g o a� C1.0 N N N + i R= Y4" CONTROL JOINT SPACED..,h AT WIDTH OF WALK 0, w CONCRETE BUMPER BLOCK NON -SLIP BROOM FINISH ANCHOR WITH 5/8" REBAR CLUNI EXPANSION JOINT AT MAX OF 100', EXPANSION JOINT WITH WITH PREMOLDED EXPANSION FILLER PREMOLDED EXPANSION F I E T IMBEDDED 24" IN GROUND HANDICAP SIGN Y, 1/4" SEALANT IM, FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH HANDICAP SIGN LOCATION (VAN) VARIABLE WIDTH' EUIV., SEAL WITH WF 6x6 W2.9xW2.9 yf1r, LOCATION (TYP.) MAX. CROSS SLOPE 2% A SILIQCONE SEALANT 2 W" EOP`/ %-- 8' X TYPICAL VAN //x DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS I_ iu X X ACCESSIBLE ACCESSIBLE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN U. -2 HANDICAP SPACES REGULAR SPACE COMPACTED SUBGRADE 4" 21-B STONE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS ACCORDANCE WITH VDOT STANDARDS. 0 < Lu 0 's, m ICA rj OO (9 lu rn U 3: x Ln < -TYPICAL PARKING SPACE DETAILS CONCRETE SIDEWALK JOINT DETAIL HEAVY DUTY CONCRETE SECTION CONCRETE SIDEWALK PAVEMENT SECTION o a :3 --_j No Scale No Scale 0 zij No Scale No Scale LL Lq Z z Ln 0 0 0 ui CONC CURB AND 4" U) CG -12 Z G GUTTER CLASS 3A, TOP OF CURB R=2" C) -2 R (fc=3,000 PSI)GENERAL NOTES. o uj 1. THE DETECTABLE "YVARN:ING SHALL BE PRQV`DED BY TRUNCATED DOMES. 4.'-rte4 Z) TOP OF CONCRETE ?I, /Z 1, 2 TO 4 EP -u- 2 5" OETECTARLE INARNING BE CLASS A-3 CONCRETE (CLASS A-4 I PRE AST) CURB x ffiTH SLIP PESiSTANT INTEGRAL SURFACE COVERING THE FULL 'WIDTH OF THE M AX Q� I" R X X 6" RAMP R OOR BY 2 FOOT kN LIENOTH [�] THE OIRECT;ON OF PEDESTRIAN Cr Q� Cr TRAVE'_." 01HER TYPES OF MA�CTRIAI_ WjT H -i 1HE TRU,ICATf:.0 66NIES DETECTABLE Ln N' TYPE A WAR�Nl G MAY BE LISED 'WITH, THE APPROVAL OF THE ENGINEER, Q� cul - PERPENDICULAR 5' z:) ...... 3, SLOPING SIDES OF CURB RAMP �OAY BE POURED �MONOLITHfCALLY �NITH RAMP 0 Q Q /x Q,11RU p ­�-_ 3' 4" FLGOR OR, BY USIN�', FIERNM,,lSSIEILE CONSTRUCTIO�,i JOINT WITH RIE BARS. U-) Lu Lij L.I.J U-1 SURFACE::��::::::��: IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BA i„ sr, 18" THAT ADJOINING rt-ARIED SIDES CAN Bir CAST IN PLACE AFTER PLACEME, OF 5' M�tl •CURB TRANSITION DETAIL ® U-1 uj w W Lu AT PRECAST R.A11P FLOO�, PRECAST CONCRETE SHALL PE CLASS A-4� Q� Q� Q� Q� BASE S. REQUIRED BARS ARE 10 BE NO 5 X 8" PLACED I`CENTFR: 1-0 CENTER ALONG 1211 '.1 '-A BOTH SIDES OF THE RAMP FLOOR,M0-DEPTH OF RAMP FLOORI, MINWUM 'N1 AX No Scale 4. o CONCRETE COVER 11/2". co Co 00 co 7" ')�X �X 4" X/\ ui . . . TYPE B Lu G. CURB CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS Q) X/ ARE �NCLUDED IN PAYMEJNT FUR CURB / CURB AND GUTTER� MIN, r.* > L t'. PARALLEL DIRECT < . I, .. .. , CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS 0 -D \x///\ ,,, X, _x -3 CONCRETE A INTERSECTIONS WHEREVER u VDOT BY THE ENGINEER . THEY ARE 0 P OV I D E 0 T SM -9.5A W1 THIN OF WAY OF A HiGH'NAY FACILITY A ACCESSIBLE ROUTE THE Rt,, -HT 1.5" BITUMINOUS CONCRETE SURFACE COURSE 6� ALK IS EXISTsNIG, PROPOC=, ASE CROSSES A CURB REGARDLESS OF WHETHEIR SIDEW -, x " OR NONEXIST ENT. THEY MUST BE LO<;_'WED WITHIN PEDESIR�AN CROSSWALKS 0x (PLACED IN ONE LIFT) _71 AS SHOViN ON PLANS OR AS DIRECTEO BY THE ENGf,,,IEER, AND SHOULD NOT 12�i MAX 2.5" INTERMEDIATE BASE COURSE BM-25.OA 0 BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLFS,FIRE (n DATE P3E LOCATED HY E TC. ACCESSIBLE 'ROUTES PROVIDE A CONTINUOUS (PLACED IN ONE LIFT) A A PATH CONNECTING ALL x UNOBSTRUCTED, STABLE, FiRM AND LP RESISTANT �LU' 7" AICCESSIffi�F LEMENTS OF A FACTL11Y THAT CAN BE APPROACHE .. T EL% CONTINUE 21B STONE BASE AJND USED BY PEDESTRIANS. D, FN F. 1214117 0 VDOT 21-A STONE BASE UNDER FROM ADJACENT PAVEMENT 8 RAMPS MAY 4 X -IER -1 AN 8" TYPE 21-B AGGREGATE SUBBASE COURSE BE PLACED ON RADIAL OR -1 ANGENTIAL SECTIONS PROVIDED THAT Al � , 2" HIG Ti COMPACTED CURB & GUTTER TO BE SECTION UNDER CURB THE CURS OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK mr, EDGE OF PAVEMENT DRAWN BY TfIAT THE SLOPE AT THE CONNECTION OF THE C`JR,.9 OPD-JING IS, AT XX , SAME All TOP OF CURET D SUBGRADE CHECKED BY VDOT PRIOR TO PERPENDICULAR TO THE CURB. TYPE C //%%% A. ALLISON 1\ V 0. TYPICAL CONCRETE SIDEWALK IS 4" TH0<, 'WHEN THE ENTRANCE RAWCANNOT PAVING AND/OR BACKFILLING VDOT ST'ANDARD CG -2 CURB ACCOMMODATE THE TURNING RFQUIREMENT.-.i OF ANTICIPATED HEA' Y TRUCE. RUCK PARALLEL & PERPENDICULAR X X, TRAFFIC, REFER, TO STANDARD COMMERCIAL ENTRANCE (HEAVY BY No Scale TRUCK TWFFIC) FOR CONCRETE DEPFH. COMPACTED SUBGRADE 111 WHEN CURB RAMPS ARE USED IN Cf)N,jLINCTION WITH A SHARED USE PATH, C. SHIFFLETT VDOT STANDARD CG -7 CURB & GUTTER 4":j THE M;!NIMU%4 ',+!DTH SHAI-L BE THE A'OTH OF THE SHARED USE PATH No Scale III, AII-0N' ONLY ONE CURB RAMP IS PROV DEED FOR PNO CROSSINGS 0AGONAt.), CHECKED BY A :� x 4'LAJNDING AREA SHALL BE PROVIDED' TO M40.)VER A V-4HEELCHAIR ::,;{:->: CONC CURB AND GUTTER CLASS 3A, IINTO THE CROSSWALK WITF.,C,,IJT COiN(-� INTO THE TPAVELWAY. THIS 4' x 4' DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS (fc=3,000 PSI) CONCRETE LANDING AREA MAY INCLUDE THE GUITi:R PAN, _-TRUNCATED DOME C. KOTARSKI 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL, SECI;iOr,I OF CURG AT DNITRANCES OR STREET CONNECTIONS THE DETECTABLE EXISTING PAVEMENT PROPOSED PAVEMENT x WAP,�I!NG SURFACE SHALI HAVE A FACfORY RADIUS OR i�FIELD o E' MODIFIED AS RECOMM- NDED BY THE MANUFACTURER' TO MATCH j THE 13ACK OF CURB, HEAVY DUTY ASPHALT PAVEMENT SECTION > 4 0 0 0 0 C) 0 0 el- No Scale NIA �O 0 0 (D 0 0 Q 0 C) 0 0 0 0 X RAMP SAWCUT THROUGH MATCH EX. CROSS 0 0 4 6 SCALE 4 LANDINIG EX. SURFACE w SLOPE UNLESS OTHERWISE 7" io 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 COURSE x SPECIFIED ON PLANS 4 0 0 Q 0 0 o 0 0 o C) 0 0 0 o w w & REMOVE 0 0 0 0 0 0 .0 0 0 000 0 < DIAMETER MA% ­AA�K­ Ir) n n n n n n n n n n n n n n 1)" 01-1-1 IRAIKII-NI ICI 01 H_= ArIC! flf-d 1C)C117 CIKA n CA EXISTING PAVEMENT-'\ 2'MIN. PROPOSED SURFACE COURSE CONC.WALK 16 4 1 -C - 717, 17 ,\7 / AV 101, 3,000 PSI AIR ENTRAINED PORTLAND 4 M/ N 4 N. A PAINTED r FACE OF (PLACED IN TWO LIFTS) 8" TYPE 21B AGGREGATE BASE COURSE t PER 2% MAX. WOOT 18, 18, I " SP7;7ATION I CURB VDOT P P P P p P p P 6" TYPE 21A STONE COVER /,\\/� 4" 4 4 PAINTED COMPACTED SUBGRADE 11.2) mE 4" 3,000 PSI AIR -ENTRAINED 0 M U CONCRETE SPEC. STRIPE %-- 8' X TYPICAL VAN //x DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS I_ iu X X ACCESSIBLE ACCESSIBLE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN U. -2 HANDICAP SPACES REGULAR SPACE COMPACTED SUBGRADE 4" 21-B STONE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS ACCORDANCE WITH VDOT STANDARDS. 0 < Lu 0 's, m ICA rj OO (9 lu rn U 3: x Ln < -TYPICAL PARKING SPACE DETAILS CONCRETE SIDEWALK JOINT DETAIL HEAVY DUTY CONCRETE SECTION CONCRETE SIDEWALK PAVEMENT SECTION o a :3 --_j No Scale No Scale 0 zij No Scale No Scale LL Lq Z z Ln 0 0 0 ui CONC CURB AND 4" U) CG -12 Z G GUTTER CLASS 3A, TOP OF CURB R=2" C) -2 R (fc=3,000 PSI)GENERAL NOTES. o uj 1. THE DETECTABLE "YVARN:ING SHALL BE PRQV`DED BY TRUNCATED DOMES. 4.'-rte4 Z) TOP OF CONCRETE ?I, /Z 1, 2 TO 4 EP -u- 2 5" OETECTARLE INARNING BE CLASS A-3 CONCRETE (CLASS A-4 I PRE AST) CURB x ffiTH SLIP PESiSTANT INTEGRAL SURFACE COVERING THE FULL 'WIDTH OF THE M AX Q� I" R X X 6" RAMP R OOR BY 2 FOOT kN LIENOTH [�] THE OIRECT;ON OF PEDESTRIAN Cr Q� Cr TRAVE'_." 01HER TYPES OF MA�CTRIAI_ WjT H -i 1HE TRU,ICATf:.0 66NIES DETECTABLE Ln N' TYPE A WAR�Nl G MAY BE LISED 'WITH, THE APPROVAL OF THE ENGINEER, Q� cul - PERPENDICULAR 5' z:) ...... 3, SLOPING SIDES OF CURB RAMP �OAY BE POURED �MONOLITHfCALLY �NITH RAMP 0 Q Q /x Q,11RU p ­�-_ 3' 4" FLGOR OR, BY USIN�', FIERNM,,lSSIEILE CONSTRUCTIO�,i JOINT WITH RIE BARS. U-) Lu Lij L.I.J U-1 SURFACE::��::::::��: IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BA i„ sr, 18" THAT ADJOINING rt-ARIED SIDES CAN Bir CAST IN PLACE AFTER PLACEME, OF 5' M�tl •CURB TRANSITION DETAIL ® U-1 uj w W Lu AT PRECAST R.A11P FLOO�, PRECAST CONCRETE SHALL PE CLASS A-4� Q� Q� Q� Q� BASE S. REQUIRED BARS ARE 10 BE NO 5 X 8" PLACED I`CENTFR: 1-0 CENTER ALONG 1211 '.1 '-A BOTH SIDES OF THE RAMP FLOOR,M0-DEPTH OF RAMP FLOORI, MINWUM 'N1 AX No Scale 4. o CONCRETE COVER 11/2". co Co 00 co 7" ')�X �X 4" X/\ ui . . . TYPE B Lu G. CURB CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS Q) X/ ARE �NCLUDED IN PAYMEJNT FUR CURB / CURB AND GUTTER� MIN, r.* > L t'. PARALLEL DIRECT < . I, .. .. , CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS 0 -D \x///\ ,,, X, _x -3 CONCRETE A INTERSECTIONS WHEREVER u VDOT BY THE ENGINEER . THEY ARE 0 P OV I D E 0 T SM -9.5A W1 THIN OF WAY OF A HiGH'NAY FACILITY A ACCESSIBLE ROUTE THE Rt,, -HT 1.5" BITUMINOUS CONCRETE SURFACE COURSE 6� ALK IS EXISTsNIG, PROPOC=, ASE CROSSES A CURB REGARDLESS OF WHETHEIR SIDEW -, x " OR NONEXIST ENT. THEY MUST BE LO<;_'WED WITHIN PEDESIR�AN CROSSWALKS 0x (PLACED IN ONE LIFT) _71 AS SHOViN ON PLANS OR AS DIRECTEO BY THE ENGf,,,IEER, AND SHOULD NOT 12�i MAX 2.5" INTERMEDIATE BASE COURSE BM-25.OA 0 BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLFS,FIRE (n DATE P3E LOCATED HY E TC. ACCESSIBLE 'ROUTES PROVIDE A CONTINUOUS (PLACED IN ONE LIFT) A A PATH CONNECTING ALL x UNOBSTRUCTED, STABLE, FiRM AND LP RESISTANT �LU' 7" AICCESSIffi�F LEMENTS OF A FACTL11Y THAT CAN BE APPROACHE .. T EL% CONTINUE 21B STONE BASE AJND USED BY PEDESTRIANS. D, FN F. 1214117 0 VDOT 21-A STONE BASE UNDER FROM ADJACENT PAVEMENT 8 RAMPS MAY 4 X -IER -1 AN 8" TYPE 21-B AGGREGATE SUBBASE COURSE BE PLACED ON RADIAL OR -1 ANGENTIAL SECTIONS PROVIDED THAT Al � , 2" HIG Ti COMPACTED CURB & GUTTER TO BE SECTION UNDER CURB THE CURS OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK mr, EDGE OF PAVEMENT DRAWN BY TfIAT THE SLOPE AT THE CONNECTION OF THE C`JR,.9 OPD-JING IS, AT XX , SAME All TOP OF CURET D SUBGRADE CHECKED BY VDOT PRIOR TO PERPENDICULAR TO THE CURB. TYPE C //%%% A. ALLISON 1\ V 0. TYPICAL CONCRETE SIDEWALK IS 4" TH0<, 'WHEN THE ENTRANCE RAWCANNOT PAVING AND/OR BACKFILLING VDOT ST'ANDARD CG -2 CURB ACCOMMODATE THE TURNING RFQUIREMENT.-.i OF ANTICIPATED HEA' Y TRUCE. RUCK PARALLEL & PERPENDICULAR X X, TRAFFIC, REFER, TO STANDARD COMMERCIAL ENTRANCE (HEAVY BY No Scale TRUCK TWFFIC) FOR CONCRETE DEPFH. COMPACTED SUBGRADE 111 WHEN CURB RAMPS ARE USED IN Cf)N,jLINCTION WITH A SHARED USE PATH, C. SHIFFLETT VDOT STANDARD CG -7 CURB & GUTTER 4":j THE M;!NIMU%4 ',+!DTH SHAI-L BE THE A'OTH OF THE SHARED USE PATH No Scale III, AII-0N' ONLY ONE CURB RAMP IS PROV DEED FOR PNO CROSSINGS 0AGONAt.), CHECKED BY A :� x 4'LAJNDING AREA SHALL BE PROVIDED' TO M40.)VER A V-4HEELCHAIR ::,;{:->: CONC CURB AND GUTTER CLASS 3A, IINTO THE CROSSWALK WITF.,C,,IJT COiN(-� INTO THE TPAVELWAY. THIS 4' x 4' DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS (fc=3,000 PSI) CONCRETE LANDING AREA MAY INCLUDE THE GUITi:R PAN, _-TRUNCATED DOME C. KOTARSKI 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL, SECI;iOr,I OF CURG AT DNITRANCES OR STREET CONNECTIONS THE DETECTABLE EXISTING PAVEMENT PROPOSED PAVEMENT x WAP,�I!NG SURFACE SHALI HAVE A FACfORY RADIUS OR i�FIELD o E' MODIFIED AS RECOMM- NDED BY THE MANUFACTURER' TO MATCH j THE 13ACK OF CURB, HEAVY DUTY ASPHALT PAVEMENT SECTION > 4 0 0 0 0 C) 0 0 el- No Scale NIA �O 0 0 (D 0 0 Q 0 C) 0 0 0 0 X RAMP SAWCUT THROUGH MATCH EX. CROSS 0 0 4 6 SCALE 4 LANDINIG EX. SURFACE w SLOPE UNLESS OTHERWISE 7" io 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 COURSE x SPECIFIED ON PLANS 4 0 0 Q 0 0 o 0 0 o C) 0 0 0 o w w & REMOVE 0 0 0 0 0 0 .0 0 0 000 0 < DIAMETER MA% ­AA�K­ Ir) n n n n n n n n n n n n n n 1)" 01-1-1 IRAIKII-NI ICI 01 H_= ArIC! flf-d 1C)C117 CIKA n CA EXISTING PAVEMENT-'\ 2'MIN. PROPOSED SURFACE COURSE CONC.WALK 16 4 1 -C - 717, 17 ,\7 / AV 101, 3,000 PSI AIR ENTRAINED PORTLAND 4 M/ N 4 N. A - 1 A E R SE ME_ TRUNCATED DOME DETAIL - - - - - - - - - - - - - - VARIABLE FULL WIDTH OF RAMP FLOOR ---- - - - - - ----- - ----- — - ----- DETECTABLE WARNING DETAIL FACE OF (PLACED IN TWO LIFTS) 8" TYPE 21B AGGREGATE BASE COURSE t - CEMENT CONCRETE WOOT 18, 18, I " SP7;7ATION I CURB P P P P p P p P 6" TYPE 21A STONE COVER /,\\/� 1 4 4 4 4 PAINTED COMPACTED SUBGRADE 11.2) mE 4" 3,000 PSI AIR -ENTRAINED 0 M U CONCRETE STRIPE (CBR 0 P O P O O P P O O O O O O P O O P O P p pE (TYPICAL)O COMPACTED SUBGRADE 4" TYPE 21B STONE COVER > If %-- 8' X TYPICAL VAN //x DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS I_ iu X X ACCESSIBLE ACCESSIBLE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN U. -2 HANDICAP SPACES REGULAR SPACE COMPACTED SUBGRADE 4" 21-B STONE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS ACCORDANCE WITH VDOT STANDARDS. 0 < Lu 0 's, m ICA rj OO (9 lu rn U 3: x Ln < -TYPICAL PARKING SPACE DETAILS CONCRETE SIDEWALK JOINT DETAIL HEAVY DUTY CONCRETE SECTION CONCRETE SIDEWALK PAVEMENT SECTION o a :3 --_j No Scale No Scale 0 zij No Scale No Scale LL Lq Z z Ln 0 0 0 ui CONC CURB AND 4" U) CG -12 Z G GUTTER CLASS 3A, TOP OF CURB R=2" C) -2 R (fc=3,000 PSI)GENERAL NOTES. o uj 1. THE DETECTABLE "YVARN:ING SHALL BE PRQV`DED BY TRUNCATED DOMES. 4.'-rte4 Z) TOP OF CONCRETE ?I, /Z 1, 2 TO 4 EP -u- 2 5" OETECTARLE INARNING BE CLASS A-3 CONCRETE (CLASS A-4 I PRE AST) CURB x ffiTH SLIP PESiSTANT INTEGRAL SURFACE COVERING THE FULL 'WIDTH OF THE M AX Q� I" R X X 6" RAMP R OOR BY 2 FOOT kN LIENOTH [�] THE OIRECT;ON OF PEDESTRIAN Cr Q� Cr TRAVE'_." 01HER TYPES OF MA�CTRIAI_ WjT H -i 1HE TRU,ICATf:.0 66NIES DETECTABLE Ln N' TYPE A WAR�Nl G MAY BE LISED 'WITH, THE APPROVAL OF THE ENGINEER, Q� cul - PERPENDICULAR 5' z:) ...... 3, SLOPING SIDES OF CURB RAMP �OAY BE POURED �MONOLITHfCALLY �NITH RAMP 0 Q Q /x Q,11RU p ­�-_ 3' 4" FLGOR OR, BY USIN�', FIERNM,,lSSIEILE CONSTRUCTIO�,i JOINT WITH RIE BARS. U-) Lu Lij L.I.J U-1 SURFACE::��::::::��: IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BA i„ sr, 18" THAT ADJOINING rt-ARIED SIDES CAN Bir CAST IN PLACE AFTER PLACEME, OF 5' M�tl •CURB TRANSITION DETAIL ® U-1 uj w W Lu AT PRECAST R.A11P FLOO�, PRECAST CONCRETE SHALL PE CLASS A-4� Q� Q� Q� Q� BASE S. REQUIRED BARS ARE 10 BE NO 5 X 8" PLACED I`CENTFR: 1-0 CENTER ALONG 1211 '.1 '-A BOTH SIDES OF THE RAMP FLOOR,M0-DEPTH OF RAMP FLOORI, MINWUM 'N1 AX No Scale 4. o CONCRETE COVER 11/2". co Co 00 co 7" ')�X �X 4" X/\ ui . . . TYPE B Lu G. CURB CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS Q) X/ ARE �NCLUDED IN PAYMEJNT FUR CURB / CURB AND GUTTER� MIN, r.* > L t'. PARALLEL DIRECT < . I, .. .. , CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS 0 -D \x///\ ,,, X, _x -3 CONCRETE A INTERSECTIONS WHEREVER u VDOT BY THE ENGINEER . THEY ARE 0 P OV I D E 0 T SM -9.5A W1 THIN OF WAY OF A HiGH'NAY FACILITY A ACCESSIBLE ROUTE THE Rt,, -HT 1.5" BITUMINOUS CONCRETE SURFACE COURSE 6� ALK IS EXISTsNIG, PROPOC=, ASE CROSSES A CURB REGARDLESS OF WHETHEIR SIDEW -, x " OR NONEXIST ENT. THEY MUST BE LO<;_'WED WITHIN PEDESIR�AN CROSSWALKS 0x (PLACED IN ONE LIFT) _71 AS SHOViN ON PLANS OR AS DIRECTEO BY THE ENGf,,,IEER, AND SHOULD NOT 12�i MAX 2.5" INTERMEDIATE BASE COURSE BM-25.OA 0 BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLFS,FIRE (n DATE P3E LOCATED HY E TC. ACCESSIBLE 'ROUTES PROVIDE A CONTINUOUS (PLACED IN ONE LIFT) A A PATH CONNECTING ALL x UNOBSTRUCTED, STABLE, FiRM AND LP RESISTANT �LU' 7" AICCESSIffi�F LEMENTS OF A FACTL11Y THAT CAN BE APPROACHE .. T EL% CONTINUE 21B STONE BASE AJND USED BY PEDESTRIANS. D, FN F. 1214117 0 VDOT 21-A STONE BASE UNDER FROM ADJACENT PAVEMENT 8 RAMPS MAY 4 X -IER -1 AN 8" TYPE 21-B AGGREGATE SUBBASE COURSE BE PLACED ON RADIAL OR -1 ANGENTIAL SECTIONS PROVIDED THAT Al � , 2" HIG Ti COMPACTED CURB & GUTTER TO BE SECTION UNDER CURB THE CURS OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK mr, EDGE OF PAVEMENT DRAWN BY TfIAT THE SLOPE AT THE CONNECTION OF THE C`JR,.9 OPD-JING IS, AT XX , SAME All TOP OF CURET D SUBGRADE CHECKED BY VDOT PRIOR TO PERPENDICULAR TO THE CURB. TYPE C //%%% A. ALLISON 1\ V 0. TYPICAL CONCRETE SIDEWALK IS 4" TH0<, 'WHEN THE ENTRANCE RAWCANNOT PAVING AND/OR BACKFILLING VDOT ST'ANDARD CG -2 CURB ACCOMMODATE THE TURNING RFQUIREMENT.-.i OF ANTICIPATED HEA' Y TRUCE. RUCK PARALLEL & PERPENDICULAR X X, TRAFFIC, REFER, TO STANDARD COMMERCIAL ENTRANCE (HEAVY BY No Scale TRUCK TWFFIC) FOR CONCRETE DEPFH. COMPACTED SUBGRADE 111 WHEN CURB RAMPS ARE USED IN Cf)N,jLINCTION WITH A SHARED USE PATH, C. SHIFFLETT VDOT STANDARD CG -7 CURB & GUTTER 4":j THE M;!NIMU%4 ',+!DTH SHAI-L BE THE A'OTH OF THE SHARED USE PATH No Scale III, AII-0N' ONLY ONE CURB RAMP IS PROV DEED FOR PNO CROSSINGS 0AGONAt.), CHECKED BY A :� x 4'LAJNDING AREA SHALL BE PROVIDED' TO M40.)VER A V-4HEELCHAIR ::,;{:->: CONC CURB AND GUTTER CLASS 3A, IINTO THE CROSSWALK WITF.,C,,IJT COiN(-� INTO THE TPAVELWAY. THIS 4' x 4' DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS (fc=3,000 PSI) CONCRETE LANDING AREA MAY INCLUDE THE GUITi:R PAN, _-TRUNCATED DOME C. KOTARSKI 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL, SECI;iOr,I OF CURG AT DNITRANCES OR STREET CONNECTIONS THE DETECTABLE EXISTING PAVEMENT PROPOSED PAVEMENT x WAP,�I!NG SURFACE SHALI HAVE A FACfORY RADIUS OR i�FIELD o E' MODIFIED AS RECOMM- NDED BY THE MANUFACTURER' TO MATCH j THE 13ACK OF CURB, HEAVY DUTY ASPHALT PAVEMENT SECTION > 4 0 0 0 0 C) 0 0 el- No Scale NIA �O 0 0 (D 0 0 Q 0 C) 0 0 0 0 X RAMP SAWCUT THROUGH MATCH EX. CROSS 0 0 4 6 SCALE 4 LANDINIG EX. SURFACE w SLOPE UNLESS OTHERWISE 7" io 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 COURSE x SPECIFIED ON PLANS 4 0 0 Q 0 0 o 0 0 o C) 0 0 0 o w w & REMOVE 0 0 0 0 0 0 .0 0 0 000 0 < DIAMETER MA% ­AA�K­ Ir) n n n n n n n n n n n n n n 1)" 01-1-1 IRAIKII-NI ICI 01 H_= ArIC! flf-d 1C)C117 CIKA n CA EXISTING PAVEMENT-'\ 2'MIN. PROPOSED SURFACE COURSE A 4" MIN. r //\ , < //\ , < //\ 16 4 1 -C - 717, 17 ,\7 / AV DETECTABLE WARNING AT BACK OF CURB SEE NOTE 12. Z!:d DETECTABLE WARNING INSTALLED ON A RADIUS - 1 A E R SE ME_ TRUNCATED DOME DETAIL - - - - - - - - - - - - - - VARIABLE FULL WIDTH OF RAMP FLOOR ---- - - - - - ----- - ----- — - ----- DETECTABLE WARNING DETAIL ry XY )ry Y -Y rcy X_ (PLACED IN TWO LIFTS) 8" TYPE 21B AGGREGATE BASE COURSE t - Ado WOOT I I " SP7;7ATION I REFERENCE 2'-0" l,U- IZ Ut I t�, I AdLt YVANNINU UNPAUL -COMPACTED SUBGRADE CONTINUE 21B STONE BASE ROAD AND BRIDGE STANDARD'S > SHEET I OF 5REVISION DATE (GENERAL NOTES) 105 MILL EX. COMPACTED FROM ADJACENT PAVEMENT 1 502 SURFACE COURSE SUBGRADE SECTION UNDER CURB 203.05 VIRG0A DEPARTMENT OF TPANSPORTATtON SAWCUT EX. BASE COURSE / . . .... EDGE OF PAVEMENT AGGR. BASE VDOT STANDARD CG -6 CURB & GUTTER DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS No Scale NOTE: PROPOSED PAVEMENT MUST TIE OT STANDARD CG -12 LIGHT DUTY ASPHALT PAVEMENT SECTION IN WITH EXISTING PAVEMENT [�=T ale No Scale Lu SIGNAGE NOTES: 1 x 4 CAP OVER 6 HASP 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH1 x 6 CAP THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY 15'- 0 DOORS ONL y PAVEMENT REPLACEMENT JOINT DETAIL F REVISION THERE TO: U No Scale A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. J. 0 J.0' B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC I > L CONTROL DEVICES. , C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE 3.0' 3.0 > Lu SPECIFICATIONS. BOLLARD (TYP.)z 12' STRAP :D C) D. THE 2000 INTERNATIONAL FIRE CODE. 4 x 4 POST UNLESS 11 0 E HINGE OTHERWISE NOTED u � 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE 2 x 4 RAIL ON PLAN CONCPAD I x 6 , ui X Li z FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER (Typ. 91, 011 TRIMMER -1z < CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN < NOTE 1 ABOVE. 1 x 6 TRIMMER uj 6 x 6 POSTS LL Z 1x 6 SIDING—"' 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND _0 C) < Q INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND Y-0" �2 0 o INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. 1 x 6 SIDING OUTSIDE ELEVATION 12" CANE BOLT Z Z SOLID WHITE LINE 24"(TYP.) 6 6'-0" OUTSIDE GA TE VIEW PLAN VIEW 1 x 6 CAP— I x6 CAP 1 x 4 CAP I x 5 CAP; STOP J-0 NOTE ADJUST TO HEIGHT Li 012' 10"- OF CASTER WHU)EELS A U) STD. (VARIES) ON GATE 1 x 6 TRIMMER 0 R1-1 CONC. 114 SAG ROD WITH TURNBUCKLE STONE NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL 2 x 4 CROSS BRACE 100014% HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE CONC.I 2 x 4 FRAM N(OTE. ALL LUMBER SHALL 2 x 4 RAILS o BE PRESSURE TREA TED O U > 6' 12 POST ELEVATION INSIDE ELEVATION 0 5" CASTER WHEELS JOB NO. 0 22' (TY (TYP.)' INSIDE GATE VIEW 37032 STRIPING AND SIGNAGE DETAIL DUMPSTER PAD & ENCLOSURE DETAIL SHEET NO. NScale No Scale 10 (r U) z 0 2 2 x (1) (1) cu < o 2 r - o 2 2 .2 j)-0 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS - AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 9 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� I� U WATER 2500 P.S.I. CONCRETE THRUST BLOCK ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA / 4 1. /© NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE (TYP) No Scale 3" HARDWOOD BARK MULCH 18" BIOFILTER MIX 3" NO. 8 STONE 12" NO. 57 STONE BOTTOM ELEV: 310.25 4" PERFORATED / SCHEDULE 40 PVC UNDERDRAIN FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN G FOR ALL BENDS 45° 1 24" NYLOPLAST BASIN BEND DIMENSIONS WITH DOME GRATE FOR TEE OR WYE FITTINGS TOP: 314.00 CLEANOUT INV. OUT = 310.25 15" HDPE BOTTOM OF BIORETENTION BASIN RAMP SOIL TO LIP OF ANCHOR IF OVERFLOW STRUCTURTE MIN SLOPE 3:1 /BOTTOM OF FRAW GARDEN 3" HARDWOOD BARK MULCH 18" BIOFILTER MIX 3" NO. 8 STONE 12" NO. 57 STONE BOTTOM ELEV: 310.25 4" PERFORATED / SCHEDULE 40 PVC UNDERDRAIN FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN G FOR ALL BENDS 45° 1 45° max L 1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. FOR TEE OR WYE FITTINGS WIDEN TRENCH TO SIZE OF ACCOMMODATE CU.YD. ANCHOR IF CU.YD. REQUIRED. J45' BEDDING REQUIRED H T 45° max L 1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND na L H T L H T 90 2.50 2.50 3.01 0.24 uj 4" & 6" 45 2.00 2.25 2-60 0.15 2.00 2.25 2.50 0.15 LLu.a 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 Lu - u� O 45 2.66 2.66 2.77 0.26 O 8 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 U 11 1/4 1.66 2.16 2.67 0.13 ® Z3 Q LLJ 90 4.83 3.83 3.42 0.83 W�I�QW 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 UU00 11 1/4 1.83 2.33 2.84 0.18 C) Luj 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES RETAINING SIZE, DEAD ENDS AND AT VALVES. WALL 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF' WEIR ALL THRUST BLOCKS. ELEV: 614.50 CONCRETE THRUST BLOCKS Nv Scale -LEV: 313.00 15" HDPE NOTES 18" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS RAIN GARDEN DETAIL No Scale 3' SHEFLOW---, RAIN GARDEN PAVEMENT SECTION 1' .: RIVER STONE 1:1 SIDE MARAFI 140N SLOPE FILTER FABRIC OR EQUIVALENT GRAVEL DIAPHRAGM DETAIL ia. 44" MIN. 5" MIN. -..r-.----- .__ 17.5'. 6' MIN, �4 d. 4 6Q,. A . 4. Q. IB" Mud. 137" Maid. €. wiracrlvr t.acx:Nc Asp€MB!.r 12" MIN. a BYPASS NOTES. 1, PROVIDE A 6" THICK GRAVEL BEL? BENEATH THE METER VAULT. 2. MINIMUM WALT_ THICKNESS FOR PRECAST OR POUR -IN ---PLACE VAULTS SHALL BE 4", MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MA SONARY BLOCK SHALL BE 8". 3, THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL_ METER VAULT ' 1 1 %2" DIETER) NTS FIG. W -7B TIS --15 TYPICAL 1.5" WATER METER VAULT No Scale 12" MIN (TYP.) -10�1 12" MIN 1.5"DIAGALV. (TYP.) RAIL (TYP.)�- JOINT FINISHED GRADE EXP. ° \CONCRETE JOINT °4.: \#3 REBAR (12" O.C.) 1/8' WASH 5" # 57 STONE 4. a. ' d 1 _Q" 9 (2) #5 REBARS, BOTTOM CONTINUOUS, LAP 2'-2" AT SPLICES 3„ NOTES: ' 1. FINE BROOM FINISH ALL STAIRS. �V-4" COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS & HANDRAIL No Scale ANCHOR WITH %" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP rarpm PRECAST CONCRETE WHEEL STOP No Scale EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-9975 OR EQUIVALENT) 3" CONCRETE COLLAR ---CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale MUELLER CENTURION (A-423) VILLE THREADS WHICH IS OR APPROVED EQUAL THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270°) jVALVE BO 7 CU. FT. 18" GRAVE H 0.5' FROM P OF FACE OF CURB 2500 P.S.I. CONCRETE s BASE AND THRUST BLOCK AGAINST ° UNDISTURBED STABLE " SOIL. STEEL PILE3/4" �y ` WHEN THE SOIL IS DISTURBED OR WH MAI THREADED RODS TO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - TYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale REMOVABLE BOLLARD DETAIL No Scale SIGN SIGN AND POST DETAIL No Scale STD. U POST GALVANIZED STEEL CAP 8" DIAMETER HOLLOW STEEL PIPE STEEL SLEEVE /-PAVEMENT . �. �! IE1ssw=T1;J_L.! 2'-0" DIAMETER CONC. FOOTING Maly pokn $01- 00 RE X00 - NO RE TOW AWAY ME TOW AWAY ZONE VAN 6' ABOVE AOCE99BLE U ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale E 1/2" R ' (MAX.) 811 FINISHED GRADEI 12" MIN 1.5"DIAGALV. (TYP.) RAIL (TYP.)�- JOINT FINISHED GRADE EXP. ° \CONCRETE JOINT °4.: \#3 REBAR (12" O.C.) 1/8' WASH 5" # 57 STONE 4. a. ' d 1 _Q" 9 (2) #5 REBARS, BOTTOM CONTINUOUS, LAP 2'-2" AT SPLICES 3„ NOTES: ' 1. FINE BROOM FINISH ALL STAIRS. �V-4" COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS & HANDRAIL No Scale ANCHOR WITH %" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP rarpm PRECAST CONCRETE WHEEL STOP No Scale EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-9975 OR EQUIVALENT) 3" CONCRETE COLLAR ---CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale MUELLER CENTURION (A-423) VILLE THREADS WHICH IS OR APPROVED EQUAL THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270°) jVALVE BO 7 CU. FT. 18" GRAVE H 0.5' FROM P OF FACE OF CURB 2500 P.S.I. CONCRETE s BASE AND THRUST BLOCK AGAINST ° UNDISTURBED STABLE " SOIL. STEEL PILE3/4" �y ` WHEN THE SOIL IS DISTURBED OR WH MAI THREADED RODS TO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - TYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale REMOVABLE BOLLARD DETAIL No Scale SIGN SIGN AND POST DETAIL No Scale STD. U POST GALVANIZED STEEL CAP 8" DIAMETER HOLLOW STEEL PIPE STEEL SLEEVE /-PAVEMENT . �. �! IE1ssw=T1;J_L.! 2'-0" DIAMETER CONC. FOOTING Maly pokn $01- 00 RE X00 - NO RE TOW AWAY ME TOW AWAY ZONE VAN 6' ABOVE AOCE99BLE U ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale E Cm O na > E uj ~ V) LLu.a OU ® s= L n � � s M ¢ U of z Lu - u� O j a (D O 0 uj a M -+ 0 X U Q ® Z3 Q LLJ ,,0 W W�I�QW _ ~ 0 o � 41^_' w O W ul oia 0000 UU00 -jJ�U I � � LL C) Luj 0 0 Q � O W U O O q U 04 0 ® QW W w O Qw O W W W M O uwwwww z o- ® �co0oco00 w w d N N N N v o { Q 10- 0 0 U) DATE 12/4/17 0 DRAWN BY i A. ALLISON 0 DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A CLo LU C N 0 m N O 3 0 Q a 0 m v o >LLj > z m N Lij � Q O o Lu 0 -1 C a LLIg O C!7 LJ o (D �U) z O Z o� r= N O � N O 0. o O � o z N O ani �Q X �(1) o� o� C� >Y N (p � N U � � O Q7 U U 2 f6 Ez O V1 U O O N E � � C U � O S6 Q U JOB NO. N o � U 317 032 N O O U ti Zp�c SHEET NO. Q o 11/1.1/ld C1.2 E 4 � NOTES; 6" DIA PLATE 1. y U• r r STEPS CAST IN PLACE STEPS A H C L Qa. _ _. CONSTRUCTED OF 90 DEG BENDS Approved Sy Crealyd Dateesyney WITH AN INSIDE RADIUS BEND OF 5". RBRB 2017-09-18 PLATE: ASTM A36 2' THICK STEEL 1 4 Z' DIA $" THICK PLATE SPACED EVERY 9 Ma4erfal 2' VERTICALLY 120 DEG SPACING. AISI 8041 AISI 316 3. 4, _16""MMAX U MADE OF ZINC PLATED AISI 1038 HEAT Weight ILrs] TREATED CARBON STEEL, 2" DIA BY 3" Box Vclume [Wi v 15.2 1.7 (D UJ 5" RAD n v 1, r'> / %� / JJ J ll J / f J 04� w 4. .f�/i./� CONCRETE--'- CONCRETE-- //� , , ;s mil, �%% , U : — WWW.WiIiJ,CC3ii1 DEPTH OF FLOW 0 B- units General To(erwi—, jlr chl SS -ISO 2768-1 m �eSCFi�7fipn WaStop NIPS 12" Short Ariid,r NiEmI3 ef DETAIL B SCALE 1 : 5 co ciO Chi 0 3,94 0 C7, C1J c7 scale 'J 1:10 Pvoect NE rn er Ray Sheet 2017-09-12 1 (1) NOTES; 6" DIA PLATE 1. PIPE: ASTM A53 GRADE B STANDARD STEPS CAST IN PLACE STEPS A H C WEIGHT STEEL PIPE; 2" DIA o PRECAST REINFORCED CONSTRUCTED OF 90 DEG BENDS I ° IN. C', WITH AN INSIDE RADIUS BEND OF 5". ° 2. PLATE: ASTM A36 2' THICK STEEL 1 4 Z' DIA $" THICK PLATE SPACED EVERY PLATE WITH THREE 2' DIA HOLES AT W/3- 4' HOLES (TYP) 2' VERTICALLY 120 DEG SPACING. PLAN 3. BOLT: DRIVE TYPE ANCHOR BOLT _16""MMAX U MADE OF ZINC PLATED AISI 1038 HEAT DIFFERENCE ACROSS M.H. 5" TREATED CARBON STEEL, 2" DIA BY 3" 4'-'0___ 2' �r LONG. NO ANCHOR BOLT SHALL (D UJ 5" RAD 3: �x CONTAIN ANY SHARP EDGES. SHALL. BE 0.20 FEET. J 04� w 4. ALL METAL COMPONENTS INCLUDING CONCRETE--'- CONCRETE-- VARIES ALL BOLT HOLES SHALL HAVE A MIN 4 DEPTH OF FLOW 0 O w , MIL THICK BLACK COLORED LONG CHANNEL TO BE ® WEARING, MILDEW AND ULTRAVIOLET Qj CONTRIBUTING RAY RESISTANT ELECTROSTATIC ' d.. ZT' eSEWER.A 12„ FILLETED INVERT FOR A SMO. 2" DIA STANDARD POLYESTER COATING APPLIED TO THE Q�� INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING WEIGHT STEEL PIPE W/ N0, 68 STONE FACTORY PRIOR TO DELIVERY. OTHER 3' SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WI-IE-iHER MANHOLES SHALL HAVE EXTENDED OR NON ----EXTENDED BASES. ® 1 ALL JOINTS, LIFT HOLES, INLETS, OUTLETS ALTERNATE COATINGS ARE INSIDE ARID OUT, TYPICAI-_. MANHOLE SEUTI0N o - POLYVINYL, THERMOPLASTIC, OR co co ca co 00 Lu Lu O ')oo®Q N N N POWDER COATING. U `t M ® o 5. BEFORE COATING APPLICATION, THE z 0 U) BICYCLE RACK SHALL BE DATE 12/4/17 SANDBLASTED AND EPDXY PRIMED. _ DRAWN BY 6. ALL FINISH COATINGS SHALL BE DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI as N/A MAINTAINED BY THE INSTALLER, ANYe 4 DAMAGED SURFACE AREA INCLUDING THOSE RESULTED FROM THE SECTION INSTALLER'S OPERATION SHALL BE REPAIRED WITH APPROVED MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION. B- units General To(erwi—, jlr chl SS -ISO 2768-1 m �eSCFi�7fipn WaStop NIPS 12" Short Ariid,r NiEmI3 ef DETAIL B SCALE 1 : 5 co ciO Chi 0 3,94 0 C7, C1J c7 scale 'J 1:10 Pvoect NE rn er Ray Sheet 2017-09-12 1 (1) DOOR HINGES t I I I i LIFT HANDLE, i y TYPICAL. METER VAULT FIG, 's$`- 7 A SIDE VIEW 3S' DIAME,FR DRILLED TOLE FOR 100CH READ NTS, IIP VIEW 3" 91AMF TER T=EAT BEARING SURFACE: L1NDr—JANE A-, I �4' X 36' ALUMINUM ACCESS 4ATI A FRAME & COVER (SEE FIG. ST-I-D,E) SLOPED AREA 2'--- 0„ STREET SURFACE OR NON --PAVED AREA V -'-U" MAX RUBBER COATED STEEL 40ER ER SZi E DDIENSION DIMENSION DIMENSION . STEPS CAST IN PLACE STEPS A H C " 'i 3°-W 0 MIN PRECAST REINFORCED >E IN. C', 411 S MIN 5�` MIN,�.. T14 4TEER PRi3PLISAwS WILL Itt SUBMITFD, DOOR HINGES t I I I i LIFT HANDLE, i y TYPICAL. METER VAULT FIG, 's$`- 7 A SIDE VIEW 3S' DIAME,FR DRILLED TOLE FOR 100CH READ NTS, IIP VIEW 3" 91AMF TER T=EAT BEARING SURFACE: L1NDr—JANE A-, I �4' X 36' ALUMINUM ACCESS 4ATI A FRAME & COVER (SEE FIG. ST-I-D,E) SLOPED AREA 2'--- 0„ STREET SURFACE OR NON --PAVED AREA V -'-U" MAX RUBBER COATED STEEL 0 a' STEPS CAST IN PLACE STEPS sTafET! Ii " 'i 3°-W 0 MIN PRECAST REINFORCED >E w lu E CONCRETE SECTIONS WIPE STRAPS (STAINLESS STEED.) 2"ff IN SPACED EVERY "O" RING SEALS �, a 2' VERTICALLY Q ! ® MINIMUM ELEVATION U. n ui0 _16""MMAX U u00 DIFFERENCE ACROSS M.H. 5" u, ® 4'-'0___ OU �r FROM INLET TO OUTLET (D UJ 3: �x SHALL. BE 0.20 FEET. J 04� w CONCRETE--'- CONCRETE-- VARIES DEPTH OF FLOW 0 O w , > CHANNEL TO BE ® 3/4 DIAMETER OF Qj CONTRIBUTING O W ' d.. ZT' eSEWER.A 12„ FILLETED INVERT FOR A SMO. CKC�cl� Q� TRANSITION OF FLOW BETWEEN Q�� INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ N0, 68 STONE i. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WI-IE-iHER MANHOLES SHALL HAVE EXTENDED OR NON ----EXTENDED BASES. ® 1 ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED GROUTED INSIDE ARID OUT, TYPICAI-_. MANHOLE SEUTI0N SHOWING BRANCH TIE—IN N.T,S FIG. S -1-A VARIES S •VALVE BOX ., --- TO METER BOX (SEE FIC. A' --I THRU Wm- 7E). o � i —2" COPPER VARIES WATER MAIN --�` FITTING . 4„ DNr 74" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED IOIN I FITTINGS NATES. GATFVALVE WILL U4"URILESSOTHEF'Wf3 F, SPf:01'.1WDYTidEACSA, m SFI3V,'CO" LI'�F "I'Q G€2?�I�dE6T A I4`#taIl+t �s�lr rI �``xra'' TEE, REFER TO FIC. W-3 FOR 1HITUS1' BLOC1(DI DETAILS ON TEF. E I E ER Tia FIO, t1f-S FC 'R THRUS l' 9LOC F, DE MI{ S AND =DEPTH Of, COVER 010 OATF VALVE. . NO CONCRETE SHOU1,10 Bf POURED, ON ANY PARD OF THE RESTRAII ED JOINT USE P?.A.STjC SHEETING AS. PRr0Tf"£,71QN1 FOR BOLTS, m USE 2E,00 P,S'L c Nr RETE, 1 ARGE MEIER SERVICE I...INE ---------------- NTS FII-, W -6C' RAILROAD I I '" 5'-G' MIN, 31--01 MIDI. I DUCTILE T LL. IR N I3 PIPE (RESTRAINED JOINT) COATED STEEL BAND OR STAINLESS STEEL. CASING INSULATORS 12" CONCRETE I''E. STEL CASING BOTH ENDS '-[3` I OR 8" 7' OR S' S'--0, I J ! --�---�-�-- I,E3 DR 1Pp JOINT OF I31 25' MIN, ALSO SEE THE "AREA MANUAL FOR RAILWAY ENGINEERING - PART 5, PIPELINES" NOTE, 1, ENDS OF CASING CAN BE SEALED USING A PULL --DIS END SEAL. GASKET IN LIEU OF CONCRETE FILL, E. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT. SEWED TYPICAL STEEL SLEEVE INSTALLATION UNDER RAILROADS N,T<S FIG. S- (4) 1" (25mm) DA HOLES 27 1/2- DIA ON 32 (834mm) DIA / SOLT Ci CLE. [699mm] 26 1/4- DIA [667mm] 60 DIA [506mm] 1 1/2" [38mm] 7" F [178mm] 28 7/16" DIA 5/8'" [722mm] [16mm] 36" DIA 26" 0 O [914mm] � [660mm] 1 1/2" FLAME SECTION 13/16" � [38mm] [20m ml 2" (51 mm) LETTERS (RECESSED FLUSH) 7 1" (25mm] 3 1' j$" 1 t [79mm] [13mm] f 3 13/16- 0 22 13/16" 2 1/8- [97mm] [579mm] [54mm] 0 25" 1 3/8" [635mm] --» 0 11/16" [35mm] 9/16" O.D. OF GKT GROOVE [17rrlm] [14mm] SECTION VIEW 1/4" (6rrm) DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2. 1800>' RUBBER PART# 00981045 ' ` (2) CORED 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS Y PICKBARS [5mm]2400" [41 rr�rn] PART# 00981250 [6r,m] i/2" 63 DIA. STAINLESS STEEL ROD (2) WSHR 5/8 ID 1,50 OD SS PLAN VIEW 1 1/8" (29mm) DIA BOSS [13rrmm] PART# 00981318 PICKBAR & LOCKLUG HOLE DETAIL NOTES: (2) NUT HX 5/8-`-11 2N NYLK PAIN# 070981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. ��Is� (2) NUT HX JAM 5/8-11 ZN 2, ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. WATERTIGHT ()T013TYPICAL SHORTPAR#0585 MANHOLE FRAME VER LOCK LUG ASSEMBLY N.T.S FIG S -I -E � 3 12" —� i t FLEXIBLE CONNECTION WITH STAINLESS STEEL E BAND ' LsJ 7) a 3000 PSI GONG. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN 2" NOTE: BRANCH ALL CONNECTIONS TO EXISTING MANHOLES SMALL BE CORED AND A FLEXIBLE CONNECTION BOOT „ INSTALLED TYPICAL MANHOLE PERM SHOWING BRANCH TIE IN NTS FIG. S—I—B 8"MIN EMBEDMENT SPRING LIN OF PIPE NO. 68 STONE 36"MI l' 24 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL. LARGER THAN 5" IN ANY DIMENSION IN -TIAL BACKFILL* (6" LIFTS) * THOROUGHILY COMPACTED BY NAND OR APPROVI�J MECHANICAL TAMPER —HAUN ,DING —BEDDING 6" max 4" min --'-FOUNDATION (SHALL BE. REQUIRED WHEN SOL . ARE .E S CONDITIONS < UNABLE T _ AL.L PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING ,>rDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL B3E SCRAPED AND COMPACTED, AND ALL STORIES REMOVED OR A 4" BEDD11MG OF NO1 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN 'FRENCH NTS FIG. S--3 NOJEI MIN, G€' DIAMETER MANHOLE REQUIRED, USE A:F'I"RUVED FLEXIBLE RUBBER k Sr' 4 Lr b k �:L 4 LAIN PIPE .IST PROFILE '`\, MIN, 6' BEDDING WITH NO, 66 STONE 3, HEIGHT OF THE VERTICAL. DROP PIPE: WILL BE DI TrRM(NFD BY THE AC—,A,, 13UT .SHALL NOT Or LESS THAN { fi,'O {2r FEET. 2, VERTICAL DROP PIPE SHALL BE SDR 26 RVC", SIZED I HE SANIF AS THE INCO'V3iE G PdP'F AND CON FCI I"0 T(3 15 HL DROP FITTING WITH STANDARD OAgF ET JOIFIt �1 VERTICAL DROP PIPE SHALL, BE STIIAPPFD Pu THE .PAANHOLt , AT PIPE JOINTS, STRAP'S SHALL BE MADE OF STA€Pv`LE0 "STEEL, 4, SHAPE INVERT AS €FEEL?ELS 10 PROVIDE: SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLF INVEfU, 5. DA0P €ONNFCTfON DISCHARG€, FITTING SHALL 8E aRIENTED AT 45 DEG RFE5, IN TO T H L FL&aw, 6. VERTICAL DROP PIPE SHALL BE INBTALi,ED AT 90 DEGREES FROM THE ACCESS STEPS. 1, IAINIIMUM 72" DIAMETER MANHOLF RFQUIRED FOR A SINGLE ICS" OR 12" DIALVIFTER DF40P CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS, STANDARD IIT ML _DROP CO NEQ1 N,T,S< FIG. S_:1.. -C2 PRECAST CONCRETE MANHOLE BASES SHALL, BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS, F a _ SET DOGHOUSE BASE <r a EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE ORENiNG SHALL 4 a.. Mft 12" CLEARANCE BE PREFORMED BY ° § BETWEEN EXISTING PIPE MANUFACTURER OR t AND STONE BEDD NG SAW CUT TO FIT PIPE Il OUTSIDE DIAMATER " PLUS 6",, 12" THICK VDOT � Na. 68 STONE BEDDING 8"x8"x16" AND 4"x8"x16" ° SOLID CONCRETE BLOCKS CENTER LV/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) — FILL DOGHOUSE OPENING MANHOLE: ABOVE HASE SHALL AROUND EXISTING PEPS BE CONSTRUCTED AS SHOWNWI IT{ 3,000 PSI CONCRETE ON FIGURE, S_1_A / OR NON—SHRINKING GROUT ALLOW CONCRETE WRAP EXISTMO PIPE WITH TO FLOW A MIN.NEOPRENE GASKET MATERIAL 1'---0" BEYOND BASE ; BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NOti CORROSIVE STRAPS, I ON EACH SIDE OF OPENING r 12" MIN. CAST—IN PLACE: � y 3,000 PSI CONCRETE BASF, FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVENT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF ?-O THE LOWER HALF OF THE EXISTING PIPE, 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N,T.S FIG. S -1--A1 mE 0 a' sTafET! Ii " 'i , sTraE� >E w lu E WIPE STRAPS (STAINLESS STEED.) 1.-u SPACED EVERY v 3 2' VERTICALLY Q ! ® �_9'IJ` RESTRAINED SEND k Sr' 4 Lr b k �:L 4 LAIN PIPE .IST PROFILE '`\, MIN, 6' BEDDING WITH NO, 66 STONE 3, HEIGHT OF THE VERTICAL. DROP PIPE: WILL BE DI TrRM(NFD BY THE AC—,A,, 13UT .SHALL NOT Or LESS THAN { fi,'O {2r FEET. 2, VERTICAL DROP PIPE SHALL BE SDR 26 RVC", SIZED I HE SANIF AS THE INCO'V3iE G PdP'F AND CON FCI I"0 T(3 15 HL DROP FITTING WITH STANDARD OAgF ET JOIFIt �1 VERTICAL DROP PIPE SHALL, BE STIIAPPFD Pu THE .PAANHOLt , AT PIPE JOINTS, STRAP'S SHALL BE MADE OF STA€Pv`LE0 "STEEL, 4, SHAPE INVERT AS €FEEL?ELS 10 PROVIDE: SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLF INVEfU, 5. DA0P €ONNFCTfON DISCHARG€, FITTING SHALL 8E aRIENTED AT 45 DEG RFE5, IN TO T H L FL&aw, 6. VERTICAL DROP PIPE SHALL BE INBTALi,ED AT 90 DEGREES FROM THE ACCESS STEPS. 1, IAINIIMUM 72" DIAMETER MANHOLF RFQUIRED FOR A SINGLE ICS" OR 12" DIALVIFTER DF40P CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS, STANDARD IIT ML _DROP CO NEQ1 N,T,S< FIG. S_:1.. -C2 PRECAST CONCRETE MANHOLE BASES SHALL, BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS, F a _ SET DOGHOUSE BASE <r a EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE ORENiNG SHALL 4 a.. Mft 12" CLEARANCE BE PREFORMED BY ° § BETWEEN EXISTING PIPE MANUFACTURER OR t AND STONE BEDD NG SAW CUT TO FIT PIPE Il OUTSIDE DIAMATER " PLUS 6",, 12" THICK VDOT � Na. 68 STONE BEDDING 8"x8"x16" AND 4"x8"x16" ° SOLID CONCRETE BLOCKS CENTER LV/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) — FILL DOGHOUSE OPENING MANHOLE: ABOVE HASE SHALL AROUND EXISTING PEPS BE CONSTRUCTED AS SHOWNWI IT{ 3,000 PSI CONCRETE ON FIGURE, S_1_A / OR NON—SHRINKING GROUT ALLOW CONCRETE WRAP EXISTMO PIPE WITH TO FLOW A MIN.NEOPRENE GASKET MATERIAL 1'---0" BEYOND BASE ; BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NOti CORROSIVE STRAPS, I ON EACH SIDE OF OPENING r 12" MIN. CAST—IN PLACE: � y 3,000 PSI CONCRETE BASF, FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVENT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF ?-O THE LOWER HALF OF THE EXISTING PIPE, 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N,T.S FIG. S -1--A1 mE 0 a' " 'i >E w lu E W 1.-u v 3 Q ! ® O U. n ui0 U u00 h u, ® Oj I-_ OU n� (D UJ 3: �x q J 04� w ~ 0 O w Q) > aoo�o UUP U ® CD Lu Qj O W O CKC�cl� Q� Q�� O owwww®�awo V)���ul) (D » » ® wwwww C4zcez x o - co co ca co 00 Lu Lu O ')oo®Q N N N U `t M ® o z 0 U) DATE 12/4/17 0 _ DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A 0 N CL 2 U C N 7 N In uj 0 2- a 0 -o m m O +Q/rte lv s N C LLJz Q 0 W ujJ Lr a Lu 0 o 0 q A i U) 'a 2 z oO O C -6 a- C N � N O a- O o � N Z N oa Q uj �x a) `O o0� o Q N (p � N U � O N 2i a) -v; �o N U �o E� D_ U O -a 6 �Q U JOB No. Wo 0 2 N '— cu U 37032 �N No s o ��F SHEET No, Q o - �E DAA HR -1 MH -1 DI -1 1A SECTION CAST IRON via I/z SECTION STEEL .....................MAX 6`0 .. ................ -f- ............... MAX� 6',0..-- ------------------- GMPPINIG RAIL f_F,(K1 RETA.�,NiNG HALF PLAN VIEW I NOTES 4`/?," O.C, NPS PIPE PICKET I WALL DETAILS. 4'-6"+ (2 x WALL THICKNESS) Tff LUGS TO BE L 2/2" x 2�/2" x 1141, AIL '.4'/8" O_C� SOLID PICKET MAX. 6-0---- ............ ............... M AX, 6'- 0 .. .. . ......... L DEPTH OF INLET �H) TO BE SHOWN ON CAST WITH lu'-411 LONG PLANS, FOR DEPTH GREATER THAN 10'USE COLLAR 0--i-k SOLID STEEL SIkAC TH T STANDARD DI -1A 0, 1 B W4 ROUND ROD (TYP.' OR 2`0" B I` STANDARD PIPE. A A ----------- 2. THE "H` DIMENSION SHOWN ON THE % STANDARDS AND SPECIFIED ON THE PLANS C WILL BE MEASURED FROM THE INVERT OF IN T NNI JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE CROUND:NG CAST s GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE 's I APPROXIMATE ONLY FOR ESTIMATING IRON STEEL 0 E, 1, ----------- - 66 WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS ANCHOR OPTION k, RAlL EXPANSION JOINTS AT BOL TS 4" O.C, BRACE AL 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE -1 FOR APPLICABILITY OF SAFETY SLABS. RISS 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 11144,11,114184 q� iHTERVALS NOT , EXCEEf SEE STANDARAD SL . ... . r ENG (Typ') 4 30 FEET. B x=_ 'a POSTS :2" MI -N, IIPS f2.375" 0,DJ SCHEDULE 80 PIPE I tr _12-. NOTE. INCLUDING ICINCLUDING WHEN T SPECIFIED ON THE PLANS THE RETAIMN(' WA,LI PAILS :2- M.N. NIPS 1,2 375" 0,0,) SCHEDULE 40 PIPE WIN STANDARD MH -1 THE TOP OF MASONRY IS TO BE LEFT LUGS CONNECTOR INVER IS TO BE SHAPED IN ACCORDANCE 016 SUFFICIENTLY LOW TO PERMIT PROPER -1, THE COST OF FRAME & COVER WITH STANDARD IS SCHEDULE 80 PIPE I FURNISHING AND PLACING ALL MATERIALS .0. Via ADJUSTMENT OF COVER AND FRAME TO INCIDENTAL TO THE SHAPING IS TO BE .0. f OR SO�0 PXPAN' SiON JOiNT-- PICKETS :3/4" Mj�j NFIS �! 05" O.D.) SCHEDUI I _E 40 PIPE 3- MAX„ _�V2'j T -Tl j ANCHOR BOClS GRADE BY THE USE OF MORTAR OR --------------- INCLUDED IN THE ED PRICE FOR THE HR -1 TYPE 11 PEDESTRIAN RAILING BRICK AS DIRECTED BY THE ENGINEER, STRUCTURE, 4'-2" Y2" IV2" x 4" Yz" x 4l (FGR USE ALONG SIDEWALKS ANN RAIAPS) _j Ir I rZ111A i i LUGS STUD SHEAR 4, IN THE EVENT THE INVERT OF THE A STEEL SVIGOTi-� ROUND ROD PLAN T 2'-0" VK-1� SEE ROADWAY PLANS OUTFALL PIPE IS HIGHER THAN THE 2" 12" 1 1 (GRATE REMOVED) BOTTOM OF THE STRUCTURE, THE INVERT R `YPIC.k SECTIONS �CONICRETE STEPS SEE DETAIL A-4 0 MI xnku::j %�, OF THE STRUCTURE SHALL SHAPED FOR'DSTA'N'a TO NPS SCHEOI:LE 40 PIPE--\ POSTS MIN. NPS (1.90" 0,0�) SCHED E 80 PIPE zo m E WITH CEMENT MORTAR TO PREVENT CRIPPiNIG RAIL W, _t1l_ CD 0 SOEWALK OR SHARED, RAILS Ii/?," MIN. NIPS (1.90" 0�0,) SCHEDI�E 40 PIPE ? mw 4'-r0" I STANDING OR PONDING OF WATER IN THE u USE PATH, w frIZI11A I I I -FLAT SLAB TOP AS DETAILED ey fi GROUNDING il) SECTION B STRUCTURE. THE COST OF FURNISHING '_'Ll-CIROD�--- HR -1 TYPE I HANDRAJL -I--- F_T__ ON STANDARD T -MH ­2 MAY BY AND PLACING ALL MATERIALS INCIDENTAL 12" V/4" min.- SUBSTITUTED FOR TAPERED COLLAR DETAIL Y2`l MIN RAISED TO INLET SHAPING IS TO BE INCLUDED 0 MIN, (FOR USE ALONG G STEPS) 0 SECTION WHEN APPROVED BY LETTERING NOTES E ENGINEER. IN THE BID PRICE FOR THE STRUCTURE. SOLID STEEL 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAiUNI, A; L _+ 2Yz" -1 E SMOOTH ROUND ROD' ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, ST'D, ST -1 HALF SECTION A -A 5. STEPS ARE TO BE PROVIDED WHEN H IS i,,NCLUDING CONCRETE- FOUNDATIONS FOR APPROVAL BY THE (WITH FRAME AND COVER REMOVED) DIMENSIONS DUMP NO WASTE DR kTERWAYS Lu 4'-0" OR GREATER. FOR DETAILS SEE LL1 CONCRETE FOOTIN - VS IRON ONLY STANDARD ST -1. I. - BE DESIGNED BA I ENGINEER PRIOR INSTALLATION. SHOP DRAWIIICS SHALL '119� I GRIPPING RAIL DETAIL A BRICK CONCRETE U C 'R' BOLT" (FOP, U'�C ALONG SIDEWALKS AND RAMPS) P-4 S 12" '_--AN 8E SiGNED AND SEALED BY A PROFFESSiONAL ENGINEER, DETAIL b _t 1�) DN A SOI_ CONDITIONS. HOLDING A VALID LICENSE TO PRACTICE ENGINEERING i'�Ii 6. THIS ITEM MAY BE PRECAST OR CAST- LL. 'RIPPING R ;HE COMMONWEALTH OF VIRGINIA. IN-PLACE. C) LL. 0 AIL SHALL BE INSTALLED WHEN DETAJL A - r, U THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALT_ RAILING COMPONENT'-, AND FASTENERS SHALL BE GALVANIZED IN D71 Lu 0 ACCORDANCE WITH THE CURRENF ROAD AND BRIDGE SPEOFICA71ONS_ NOTES; 7. *4 X S" SMOOTH DOWELS AT TO OR GREA-jER THAN 5 PERCENT, GRIPPiNG 4'-,2" HARDWARE of _C M EARTH FOUNDATION DETAIL w I I I 1 1,8'1 />-BEVEL 45' 11-31, SEE DETAIL AL B APPROXIMATELY 12" C -C TO BE Lu 'FOR USE WITH TYPE II& MRAILINGS) RAIL WILL BE INCIDENTAL TO THE COST OF TO ACHIEVE A UNIFORM COATING ON ALL SURFACES VENTING AND w - 1. QUANTITIES SHOWN ARE FOR MANHOLE CLOTH < _j U 00 ;7 -IF. RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE iNCLUDED IN THE WITHOUT PIPES, THE AMOUNT DISPLACED 1 2�-Tl PLACED IN ALL AREAS ADJACENT n _j - L� !1 0 P 4" DEPTH AGGR� TO ABUTTING CONCRETE TO PREVENT Lu S=OP DRAWINGS, A307, > BY PIPES MUST BE DEDUCTED TO #68,#78 OR SETTLEMENT. IN LIEU OF DOWELS c� cn C) C:) E 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM ASTM A56.3, AND ASTM F��44. ALL ANCHOR BOLTS SHALL BE IN o OBTAIN TRUE QUANTITIES. #B x 6" WIDTH �g A 2"X4" NOTCH MAY BE PROVIDED. ul rq 'zi D_ TABLE OF QUANTITIES SEE STANDARD T -Di -3, 4 FOR (D Lu I L - ------------------- MAX. 6' -0- ----------------- - ---------------- MAX� �`O`­­ ........... SEE ROAD PLANS ACCORDANCE WIT�' AASHfG M314, GRADE 36. 2, A BASE THICKNESS OF 911 WAS USED IN a. a. A. FLo. MERE ALTERNATE DESIGN. P) cl� 41/,- G.C. Q' NPS PIPE PICK, FOR RETAINING 4� A Ci-IEWCAL ANCHOR SYSTEM FROM VDOT'S APPROVE[) MAU CONCRETE COMPUTING CONCRETE QUANTITIES. /COLLAR METER u 1'- 4 " I I O;k I P, WEEP HOLE o c % so;Jo PICKS:? WALL DtiAIL�S i :IST MAY BE USED IN L;wU OF CAST N PLACE AN AND SHALL DEPTH BRICK MANHOLE s 5. 3" DIAMETER WEEP HOLE WITH 12"XI2" CIO DRAWINGS MANHOLE SEE 8 ��: 0 c7; X S. 3,iNCREMENTS TO BE ADDED FOR EACH PLASTIC HARDWARE CLOTH 1/4" MESH m �,E INCLUDED IN THE SH, m zz ZZ HEM I t U- =�=Ii I BRICK �CONCRETE CONCRETE �E 5 � �g OR GALVANIZED STEEL WIRE, MINIMUM 0 5, POSTS SHALL: BE MITIRID 10 MATCH GRADE, (IF RAMPS, ADDITIONAL FOOT OF DEPTH. 12" 2 FEET THOUSANDS CU. YARDS CU. YARDS 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH AND STEPS. 0 "t UJI S MAY BE BRICK, CONCRETE OR �4 HARDWARE CLOTH ANCHORED FIRMLY W I 1 9 1 CONCRETE 4 0.5 0.785 1.437 4 MAT ERIAL A U) RAMPS SIDEWALKS AND STEP1 I- S� FOOTING APPROVED CONCRETE MANHOLE BLOCK. 10 6- HANDRALS SHALL MATCH GRADE OF zo I. TO T E OUTSIDE OF THE STRUCTURE. > Ln 7. ALL POSTS AND PICKETS 'HALL BE SET PLUMB. 5 0.7 0,765 1.699 1 Z�rl p < 0 Lu LIJ k� LLI , I b, --E7-- F- , z Z C) z 40 8, PALINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED, 6 0,9 0.785 1.961 5,117 BLOCKS ARE USED THE MINIMUM 9. CAST IN PLACE CONCRETE IS TO BE Ln U)ELI 7, 7 1 1.0 0.785 2.223 THICKNESS OF SAME IS TO BE 5". A - CLASS A3 (3000 PSI). PRECAST c) z TALLATION TO BE IN ACC GROUNDING MATERIALS INS OPDA'�E• OTHER THICKNESSES ARE TO CONFORM CONCRETE IS TO 13E 4000 PSI. 4- r'� > WITH ST'O. FE -6.• 8 1. 0385 2�485 V) Lu >! TO WALL THICKNESS SHOWN FOR Q) 0 Z 0 9, COMMERCIALLY AVAILABLE RAILING SYSTEIMS MAY BE USED IN L;" --U 9 114 0.785 2347 CONCRETE. _11v pj 10. ANY ALTERNATE METHODS OF ANCHORAGE CL/ C) OF DESICNINC AND FABRICATING THE RAILING. DOCI, 'JAEN TAT ION FROM SECTION A -A _77 MEETING THE APPROVAL OF THE ENGINEER I N -S AR DIAMETER= 4'-8"+ (2 x WALL THICKNESS) j 10 1.6 0.785 3.009 6. ALL CONCRETE TO BE CLASS A3. SEE DETAIL B LLJ Q) --ANCHOR HE MANUFACTURER VERT`Y:1,iG THAT PPOjFCT REOUIREIE E 1, CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON 00 _j 11 19 0,970 3,455 c:) LL] RAIL EXPANSION JOINT'S AT-- rOLTS MLI WITH THE PAii-ING SYSTEM,. SHA;_L BE SUBMITTED WITH THE I I LUGS AS SHOWN HEREON. C) INTERVALS NOT EXCEEDING MAX.AX, 11RAv0,iGS AND APPROVED BY THE ENGINEER IN SECTION B -B 12 2.2 0.970 3,817 7, WHEN SPECIFIED ON PLANS THE u 9 11 APPROXIMATE WEIGHT tZ" CONCRETE PIPE - 1.440 CU, YD. 3D FEET, ACCORDANCE WIT" NOTE 1. INVERT IS TO BE SHAPED IN Iw, CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY C) 0 u 0 L13 2"5 0,970 4,179 15" CONCRETE PIPE - 1,528 CV, YD. CONCRETE E lz:]: u 1`3- POSTS :2' -175" O.D.) SCHEDULE 80 PIPE IO. TO BE IN ACCORDANCE WITH THE LATEST EDITION OF 4 ACCORDANCE WITH STANDARD IS -1. Lw_ GRATE 363 t 15 LBS LETTERING 13 REQUIRED ON ALL DE -1 Q) (i RETAINING WALL - IMN. NPS (,, UILONG CODE. BRICK CONCRETE OR 2.8 0,970 4.541 THE COST OF FURNISHING AND PLACING 18" CONCRETE PIPE - 1.620 CU, YD, CONCRETE GRATES. LOCATION OF LETTERING MAY Q� 2 " V 5- O,D�', SC 5 3A 0.970 4.903 ALL MATERIALS INCIDENTAL TO THE 24" CONCRETE PIPE - 1,817 CU, YD. CONCRETE cl� cl� CK Q� RAILS 04, NPS (2-37, 40 PIPE THE VIRGINIA UNIFORM STATEWI&E 81 BY MANUFACTURER. EXPANSiOi,, JOINT—, CONCRETE BLOCK SECTION C -C SECTION D -D VARY PICKETS M�N NPS (1,05- O,D_� SCHEDULE 40 PIPE 11. THIS HANDRAIL IS ;0 BE USED ONt - Y AS A PROTECTION FOR 16 TO BE INCLUDED IN THE BID LLA LLJ U-1 LLJ 0 C A TI 0 N 3,4 0.970 5,265 SHAPING IS OR �­"'"Itk. SOLID STEEL SMOOTH ROUND GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY I-., ADD 0.469 CU, YD. PEFR CL C)- o- a_ ELECTRODE WHERE IT MIGHT BE SUBJECT* 10 ANY VFHICULAR IMPACT. 17 4,0 IA73 6.032 PRICE FOR THE STRUCTURE, ADDITIONAL FOOT OF DEPTH� GRATE DETAIL :D 0 -1 TYPE III BICYCLE RAILING FOR VEHICULAR PROTECTI,-N STANDARD GUARDRAIL SHOULD REMENT 0.45 0.582 U-1 LLj LLJ LLI Lu HR Q Q Q Q Q (FOR US.F ALONG SHARED USEPATHS)BE USED. SPECIFICATION A COPY' - I OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT SPECIFICATION SPECIFICATION R. REFERENCE \vmT XVD= REFERENCE EFERENDE.. STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD DROP I NL E T Lu W u_j u_j U -j 0 ci� ce Q� Q� Q� 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 REVISION DATE SHEET I OF 5 SHEET 1 OF I REVISION DATE 12" - 24" PIPE. MAXIMUM DEPTH (H) 101 233 ci-I 238 1 - 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Y_ 504 VIRGINIA DEPARTMENT OF TRANSPOPTATfON 1 7/11 601.05 106.01 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION co 00 02, co GR -11 B-11 B-2 Di 2A 2B, 2C EXISTING OR PROPOSED Lu GALV L2Vz"X2Y,2"X1/4" riiw-E > c.:) (z, SIDE WALK, SEE NOTE 15 LONG Lu Lu C.1) GR 11 PAY LIMIT GR -2 THREADED ST 'CN �-4 Z q;St VIE INSERT ANSION JOINT BACK OF SIDEWALK EXPANSION JOINT GALV. MC6X12 < N� TIMBER SOIL PLATE 'EE W EP HOLE (AS REQ'D�) REO'D,) - u W X 61, j --STEPS ( Ir BARS A-1 < POST BEARING PLATE WEEP HOLE (AS REQ'D.) F -3'-C \' � D ;-o ANCHOR PLATE NUT AND WASHLR BARS A-1 IR a 101, C -C 5" C -C 2! BARS 8 j T WELDED U) DATE JOINTS Y4" ANCHOR a 10" C -c DA. ANCHOR CABLE CABLE -j A. TYPICAL 4 > W-3' 6`3" BARS C 1214117 NOM, 2°' a all C -C 9 > OF CURB 2 MAX. 311 > STEPS (AS REQ'D 3: -3 -1 2 FACE 0 F:o ZN <'4 N - END SECTION PLAN U -M � mmxm T<k > DRAWN BY GR -HD BARS A SEE STD OR 811 X 6" TIMBER POST /-ANCHOR PLATE ACK CONTROL JOINT cl 101, C -C ALTERNATE JOINT 3' 2'-ol, ia"I 2' 2" 18"1 1 COLLAR A. ALLISON DETAIL IN, 6' MIN. f-4 110" LONG WITH W ER STEEL 11 HEX. BOLT AND SECTION B -B 0 EX. BOLT AN NUT T M 10'MAX. DETAIL A FOUNDATION D PLAN VIEA DESIGNED BY TUBE X X SEE DETAIL A 4 = A BARS A -I L 2Y2"X21/2"XI/4" z " DIA. ANCHOR CABLE /--TOP OF GROUND TWO (2) %" HEX. BOLTS L -VARIABLE -MAX. 20' SLOPE 0 H 1�c Y4 I GALV. F C. SHIFFLETT 0 OR PAVEMENT 611 x 611 - W5�5 x W$.S WELDED APPROAC AND NUTS 10" LONG 2�-O" WtT-2"� Y -O- At SURFACE T. WITH WASHERS WIRE FABRIC OR EQUIVALENT AREA all CALV. MC6X12- C14 !--BARS F I I -I j 3'-2'l CHECKED BY 2" 04 SEE DETAIL B SOIL PLATE MONOLITHIC _tf1w- 0 A, A GALVANIZED MC 6 X 12- 1 1, 11 FOOTING j z 1 -4 WARPED SECTION D -D 4 BARS E SURFACE C. KOTARSKI J4 A- 0 61, C -C ELEVATION 7 WELD T -O" BEFORE 21 Y4" 51/z" BARS B-1 GAILY SCALE o STEELI! 3.,i LOS A T JIN Aw INCLUDING N P, SLOTTED HOLE 0 + 8" + 2X 3" DIAMETER a 61, C_ WELD &L I3ZV_ WEEP HOLE MCCX12 X 4" 5ye jI` DIA. X 7" LG SEE NOTE 8 STUD SHEAR N/A CONNECTOR SECTION C -C TO COLLAR, THRE CABLE f17' DETAIL B DOGHOUSE WITH FOOTING ADECREASE TO T' Is ENTIRE LENGTH 9t HOLE NOTES: FRONT ELEVATION WHEN INLET IS USED SECTION E -E WITH MEDIANS. I TITIT111111-1 I I fill 11`1111 Yell DIA. HOLES -y 01-2A DI -2B SOIL PLATE t SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. V4DIA, CABLE TO BE �-STANDARD SWAGGED y4- Dix 'WAGE CONNECTED '111 M 9, FITTING AND STUD HOLE HOLE 2* ALL BASE UNITS ARE TO BE IN ACCOORDANCE WITH THE REQUIREMENTS OF AASH 19 XDIA. LES 3. CONCRETE SHALL BE 4000 PSI, ANCHOR CABLE SWAGE CONNECTION 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED. DRILLED, OR NEATLY CUT TO THREADED STUD SHORT WOODEN POST AS APPROVED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES THE INVERT ELEVATIONS AND THE SIZE OF ALL PIPES TO 1-7 ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN % " DiA. Z 4". 41, THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. HOLE Ys" X 2Y4" X 3" 5, DIMENSIONS SHOWN ARE MINIMUM, ACTUAi DIMENSIONS MAY VARY WITH MANUFACTURER WARPED GUTTER L L BARS A-11 APPROACH GUTTER 7" z 3:" N WEEPHOLE L 2 2 '"XI/4" b BARS A -I r_ SEE NOTE 8 SENT 'XATES 4GAL I f SLOPE OF BARS A a oll C -C tc APPROACH CL wo A ams z- SURFACE a z m: N FOR USE ON GRADES to BARS B 0,, 4" STUD STEEL END PLATE _4; C -C IBARS C '14 11 TEAR CONN. 2 .4� - ELDED TO I A4 6. "D" IS NOMINAL DIAMETER. L 4 p a" C -C � I A"k U) 0 :i BARS F _ANGL I'/e DIA. DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED DI -2C ION 0 T C C :3 HOLE DIA, 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM, WARPED TYPE B U. 0 HOLE THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING --- TYPEA SURFACE OR PONDING OF WATER IN THE SlTRUCTURE. *ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND L j ro ONE PIPE EXITING STRUCTURE) (D TONGUE AND GROOVE JOINT ARE 'TO BE OF FABRICATOR'S DESIGN MEETING VIDOT APPROVAL. f IL_ STEPS NOSE DETAILS TS 8,lXr.­Xy"ll 8. 0 BEARING PLATE JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER. IFIOW FLOW all SEE NOTE 5 TYPE A NOSE DETAIL SHALL BE USED WITH CG -7 STANDARD. U) I I TYPE B NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. .00' STEEL FOUNDATION TUBE 01 STEEL ANCHOR GALVANIZED PLATE FOR TYPE A TO BE BEJ4.T ON AN ANGLE COLD ONE PIECE nr fZO-In' AMn M Tn P;7 ANrwnPr7n WITH 1/ "X4` STI ID 11 - SECTION IUN A -A A a A U) COLD FORM USE OF THIS TERMINAL TREATMENT IS RESTRICTED FORUSE IN SAGS SHEAR CONNECTORS WELDED TO SENT PU& AT 2l C -C. 0 ANCHOR PLATE DETAILS SECTION A -A TO RUN-OFF CONDITIONS ON DIVIDED HIGHWAYS. BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. 0- SPECIFICATIONSPECIFICATION SPECIFICATION xvmT TRAILING END TERMINAL TREATMENT REFERENCE xvo= STANDARD PRECAST BASE UNI T S REFERENCE NVOOT STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 91 233 SHEET I OF I REVISION DATE 505 SHEET I OF REVISION DATE 105 SHEET I OF 2] REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 221 M.11 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 501.20 in RW -3 01-5A, LB. 3C EXPANSION KEYED 0 4 SURFACE OF JOINT V -Y -FOR DETAILS OF INLET CONST_ BARS 0 PAINTED WITH ASPHALT ok FRAME 1Il COVER BACK 'IF SIDEWALK JOINT--, GUTTER. 0 SEE STANDARD IC -2, AR G < WARP R > IPPR S 0- TE )f4l' PREMOLDED 4, JOINT FILLER BACK I NOT LESS THAN4l OF 1_�BARS c BAR c MASE Lu WALL 2" 2" CU z z BARS 8 .-RDWARE T 0 0 CU x T-1 1111 11 11 1111111 [111 1 1 1 WEEP HIOLE. WATERSTOP H20 - Sli + LIVE LOAD T j r� SEE NOTE 0 A 1`111011111111� y 1% u C) 8 TOP Lu Z -2 WATERSTOP ALL + 0 DECK SURCHARGE LOADED . . ..... __4 4"X4" tj _j I- L SEE DETAL- KEYED JOINT POROUS BACKFILL 0 100 LBS./CU,FT+ SiEpsw < TOE OF WALL I il I,, L L SAP A #78 OR# 8 AGGREGATE OR CRUSHED GLASS II BAPS D FACE OF CURB NOTr '15 GUTTER ��j 2 0 MEETING #78 OR #8 GRADATION REQUIREMENTS u CONTRACTION JOINTS AT INTERVALS NOT EXCEEDING 30'. Ck -i� 0NIROL JOINT CRACK CONTROL JOINT LL] n 0 EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90',_j co 2 (D WATER STOPS TO BE ELASTOMEMC OR OTHER APPROVED H -HEIGHT IN FEET, PLAN SECTION A -A < U) MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM, BASE - 6/10 H A - 1/6 ME, WITH MIN, OF 1'. 10 MAGI, 0 kEYED CONST, JOINT A EARTH - 100 LBS. -VARIABLE - MAX, 20' WARPCD 0 ;=5 CONCRETE -150 LBS. 2' f c: ANGLE OF REPOSE - IY2-, 1 z APPROACH m BAF; A / GUTTEP E NOTE; V 0 DEPTH OF WALL IN GROUND DETERMINED (D BY CONDITIONS, TO BE NOT LESS THAN T-6".. U) o w - - - - - - - - - - 0 EL G WEEP HOLE WITH 12"X12" PLASTIC S F BARS E HARDWARE CLOTH 1/4" MESH OR -_*3' DIAMETER, WATERSTOP OR GALVANIZED STEEL WIRE,MNIMUM BARS 6 WIRE DIAMETER 0.03". NUMBER 4 WEEP HOLE FRONT ELEVATION 8" 0 4) DETAIL BARS I-"/ MESH HARDWARE CLOTH ANCHORED t fGUTTER REMOVED) 2i HEIGHT OF THICKNESS DIMENSIONS .............. 0 X MINIMUM Y SUGGESTED MINIMUM MAX, PIPE SIZE ABSOLUTE MAXIMUM 36" 4" §11 W, 21" 481. P1011 51, 5" 6" 24" 8l, 36" 27" 42l' 2' � 6 1 '7" 81, 48" 54" j ; 1 81, 60'l 1141 96" 1 all w 66„ 72" WARPED GUTTER L L BARS A-11 APPROACH GUTTER 7" z 3:" N WEEPHOLE L 2 2 '"XI/4" b BARS A -I r_ SEE NOTE 8 SENT 'XATES 4GAL I f SLOPE OF BARS A a oll C -C tc APPROACH CL wo A ams z- SURFACE a z m: N FOR USE ON GRADES to BARS B 0,, 4" STUD STEEL END PLATE _4; C -C IBARS C '14 11 TEAR CONN. 2 .4� - ELDED TO I A4 6. "D" IS NOMINAL DIAMETER. L 4 p a" C -C � I A"k U) 0 :i BARS F _ANGL I'/e DIA. DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED DI -2C ION 0 T C C :3 HOLE DIA, 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM, WARPED TYPE B U. 0 HOLE THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING --- TYPEA SURFACE OR PONDING OF WATER IN THE SlTRUCTURE. *ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND L j ro ONE PIPE EXITING STRUCTURE) (D TONGUE AND GROOVE JOINT ARE 'TO BE OF FABRICATOR'S DESIGN MEETING VIDOT APPROVAL. f IL_ STEPS NOSE DETAILS TS 8,lXr.­Xy"ll 8. 0 BEARING PLATE JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER. IFIOW FLOW all SEE NOTE 5 TYPE A NOSE DETAIL SHALL BE USED WITH CG -7 STANDARD. U) I I TYPE B NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. .00' STEEL FOUNDATION TUBE 01 STEEL ANCHOR GALVANIZED PLATE FOR TYPE A TO BE BEJ4.T ON AN ANGLE COLD ONE PIECE nr fZO-In' AMn M Tn P;7 ANrwnPr7n WITH 1/ "X4` STI ID 11 - SECTION IUN A -A A a A U) COLD FORM USE OF THIS TERMINAL TREATMENT IS RESTRICTED FORUSE IN SAGS SHEAR CONNECTORS WELDED TO SENT PU& AT 2l C -C. 0 ANCHOR PLATE DETAILS SECTION A -A TO RUN-OFF CONDITIONS ON DIVIDED HIGHWAYS. BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. 0- SPECIFICATIONSPECIFICATION SPECIFICATION xvmT TRAILING END TERMINAL TREATMENT REFERENCE xvo= STANDARD PRECAST BASE UNI T S REFERENCE NVOOT STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 91 233 SHEET I OF I REVISION DATE 505 SHEET I OF REVISION DATE 105 SHEET I OF 2] REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 221 M.11 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 501.20 in RW -3 01-5A, LB. 3C EXPANSION KEYED 0 4 SURFACE OF JOINT V -Y -FOR DETAILS OF INLET CONST_ BARS 0 PAINTED WITH ASPHALT ok FRAME 1Il COVER BACK 'IF SIDEWALK JOINT--, GUTTER. 0 SEE STANDARD IC -2, AR G < WARP R > IPPR S 0- TE )f4l' PREMOLDED 4, JOINT FILLER BACK I NOT LESS THAN4l OF 1_�BARS c BAR c MASE Lu WALL 2" 2" CU z z BARS 8 .-RDWARE T 0 0 CU x T-1 1111 11 11 1111111 [111 1 1 1 WEEP HIOLE. WATERSTOP H20 - Sli + LIVE LOAD T j r� SEE NOTE 0 A 1`111011111111� y 1% u C) 8 TOP Lu Z -2 WATERSTOP ALL + 0 DECK SURCHARGE LOADED . . ..... __4 4"X4" tj _j I- L SEE DETAL- KEYED JOINT POROUS BACKFILL 0 100 LBS./CU,FT+ SiEpsw < TOE OF WALL I il I,, L L SAP A #78 OR# 8 AGGREGATE OR CRUSHED GLASS II BAPS D FACE OF CURB NOTr '15 GUTTER ��j 2 0 MEETING #78 OR #8 GRADATION REQUIREMENTS u CONTRACTION JOINTS AT INTERVALS NOT EXCEEDING 30'. Ck -i� 0NIROL JOINT CRACK CONTROL JOINT LL] n 0 EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90',_j co 2 (D WATER STOPS TO BE ELASTOMEMC OR OTHER APPROVED H -HEIGHT IN FEET, PLAN SECTION A -A < U) MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM, BASE - 6/10 H A - 1/6 ME, WITH MIN, OF 1'. 10 MAGI, 0 kEYED CONST, JOINT A EARTH - 100 LBS. -VARIABLE - MAX, 20' WARPCD 0 ;=5 CONCRETE -150 LBS. 2' f c: ANGLE OF REPOSE - IY2-, 1 z APPROACH m BAF; A / GUTTEP E NOTE; V 0 DEPTH OF WALL IN GROUND DETERMINED (D BY CONDITIONS, TO BE NOT LESS THAN T-6".. U) o w - - - - - - - - - - 0 EL G WEEP HOLE WITH 12"X12" PLASTIC S F BARS E HARDWARE CLOTH 1/4" MESH OR -_*3' DIAMETER, WATERSTOP OR GALVANIZED STEEL WIRE,MNIMUM BARS 6 WIRE DIAMETER 0.03". NUMBER 4 WEEP HOLE FRONT ELEVATION 8" 0 4) DETAIL BARS I-"/ MESH HARDWARE CLOTH ANCHORED t fGUTTER REMOVED) 2i HEIGHT OF THICKNESS THICKNESS COMPRESSION AREA A OF E WALL AT TOP AT BASE AT TOE SE CTiON "H" IN FEET "N' IN FEET 8-.6H LBS. PER SQ. FT. SQ. FT. 3 11-01l 1,-g%" 856 4,83 4 1ll 2'-4Y4'l 1141 7.43 5 11-01. Y-011 1427 10.63 6 J.-011 3`71/4" 1712 14.43 7 111�W 4l-23/8" 1997 18.83 8 11-01, 4`_q%,, 2283 23.83 9 i.-O'l 5'-4)(4'l 2568 29.43 10 11-01, 61-011 2853 35.63 11 11-11/4 11 6`71/4' 3139 42.98 12 T-2 3/8 7'-2%" 3.424 51.03 13 1-3 5/8 7-9%" 3709 59.78 14 V-4 3/+ 8'-4Y4` 3995 69.23 15 11_6l, 91-01, 4280 79,36 FIRMLYx TO OUTSIDE OF STRUCTURE. Lu 7 5)A/4', EENT P SECTION B -B 6� [NIIN 0 0-:S iv 0.§ `3 'G-7 ST D 0, V4 1_21/2"X"IA "XI �4­ TYPE: A NOSE DETNt SHALL BE USED WITH CO C AN AR 'ilfff , C, - V GALVA p.s TYPE, R "JOSE DETAIL SHAILL SE USED `WITH C^G-2 & CG -6 STANDARD& TYPE A TYPE B XX 4" STUO $HEAR OONNE�,TOR WFLOED .2: 3" DRAIN PIPES WAPART3 (n CALYANIZED PLATE FOR TYPE A TO BE. BENT ON AN ANOLF -OF 68130' TO ANGLE IRON AT 2'C -C, B CONNECICIR AND S TO BE ANCHORED WITH �/zll x v STDD $11EAR NOSE DETAILS WELDED TO SENT PLATE AT 2l C -C. -AYPR. PAVEMENT L WARPED PAVEM SAFE BEARING CAPACITY OF SOIL [N_ 38 ENT ROCK MINIMUM ............................................................... 10,000 - 20,000 LBS. PER SO, FT, U) 0 GRAVEL AND COARSE SAND, WELL CEMENTED 16,000 - 20,000 LEIS. PER SQ. FT. ------------- CLAY IN THICK BEDS, ALWAYS DRY .......... ___ ....... _.. 12,000 - 16,000 LBS, PER SO, FT, E DRY ....................... 8,000 - 12,000 LBS. PER SQ. FT,--.-. CLAY IN THICK BEDS. MODERATELY 0 0 CLAY, SOFT...__.....,., . ....... ___ ........... . .. 2,000 4,000 LBS. PER SO. FT, FLOW -0 SAND, DRY, COMPACT, AND WELL CEMENTED ................... 8,000 12,000 LBS. PER SQ. FT, q -0 SAND, CLEAN, DRY ...................•........................................ 4,000 8,000 LBS, PER SQ, FT, J DETAIL WHEN USED -P,) T E - ALLUVIAL SOILS, ETC .............. __ ............. 1,000 2,000 LBS, PER SO. FT, ADJACENT TO CURB 0 0 C FOR USE ON QR11DE5 JOB NO. In o NOTE., IF COMPRESSION AT TOE EXCEEDS SAFE BEARING CAPACITY FOR USE IN SAGS WITHOUT GUTTER U)CU BOTH SIDES TO BE SYMMETRICAL -0 Of SOIL,_A SPECIAL FOOTING IS TO BE USED. I I I .............. ............. 1 -5 / ujz XVDOT SPECIFICATION XVDOT SPECIFICATION A REFERENCE REFERENCE ROAD AND BRIDGE STANDARDS CONCRETE GRAVITY RETAINING WALLS STANDARD CURB DROP INLET _Lu 0 ROAD AND BRIDGE STANDARDS SHEET NO. 0_2 /it ��ET I OF 24 RE'v­iS­i'0­?4­b­A'TE cn (D SHEET I OF I REVISION DATE INFINITE SURCHARGE AND DECK SURCHARGE - LOADED 506 12" - 30" PIPE� MAXIMUM DEPTH (H) - 8' f. - a) -0 w2 1 /Y C1.4 VIRGINIA DEPARTMENT OF TRANSPORTATION 01_�f 10 VIRGNIA DEPARTMENT OF TRANSPORTATION 401,02 104,09 1 NYL PLAT 2" DRAIN BASIN: 2812AG _ _ X NYLOPLAST 8"DRAIN BASIN: 2818AG _ _ X NYLOPLAST 24" DRAIN BASIN: 2824A _ _X 2) INTEGRATED DUCTILE IRON . FRAME & GRATE TO MATCH BASIN O.Q. � ,.�, - (1, 2j INTEGRATED DUCTILE IRON , {1, Zj INTEGRATED DUCTILE IRON a `` x r FRAME &GRATE TO MATCH BASIN O.D. FRAME &GRATE TO MATCH BASIN O.D. " ! ` ----- ----- - m ----� 1B"MIN bVIDTl3 GUIDELINE :. - - ._.__ v `'A lhl#JWIDTH GUIDELINE � ----------- 4 MIN � ' 18" MIN WIDTH GUIDELINE -------- - �? I ---! ` f °" F,11N THICKNESS GUIDELINE MINIMUM PIPE 1 PIPE BURIAL \ �" - - --------R-- DEPTH PER PIPE * '. MINIMUM PIPE BURIAL 8" MIN THICKNESS GUIDELINE \, P✓IP'lIMUPvI PIPE BURIAL(3) VARIABLE INVERT HEIGHTS P1x NUFACTURER DEPTH PER PIPE =' 8" PAIN THICKNESS GUIDELINE DEPTH PER PIPE AVAILABLE (ACCORDING., TO RECO#u MENDAIFION MANUFACTURER 3 VARIABLE INVERT HEIGHTS MANUFACTURER - r (AKIN. MANUFACTURING \ TRAFFIC LADS; CONCRETE SLAB DIMENSIONS ARE FOR (3) VARIABLE INVERTDINIGHTS RECOMMENDATION --. _._.-.------.__.-. (') v � PLANS;`TAKt OFC) t t5 ADAPTER � GUIDELINE PURPOSES ONLY ACTUAL CONCRETE SLAB MUST BE AVAILABLE (ACCORDING TO (PAN. MANUFACTURING _ AVAILABLE (ACCORDING TO RECOMMENDATION REQ. SAME AS MIN. SUMP) m o a) ADAPTER ` PLANS/TAKE OFF (vtIN. MANUFACTURING (5i ADAPTER n 'LES _ LOCAL SOIL CONDITIONS, ® a DESIGNED TAKING INTO CONSIDERATION PLANSITAKE OFF} \ ) ANGLES TRA, FIC OAD$: CONCRETE SLAB DIMENSiONS ARE FOR <'AR#AtSLEOh-so ` � U REQ. SAME AS ;AIN. SUMP) ANGLES \ TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. N REQ, SAME AS MIN. SUMP} �" VARIABLE W -,360` GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE � �" AWORD€NG TO cy sn TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ' ACCOftCitaG TC7 r, PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. C ✓ DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, r , Q o ACCORDING TO GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE PLANS TRAFFIC LOADING, & OTHER APPLICBLE DESIGN FACTORS. > 77 PLANS j, DESIGNED TAKING INTO CONSIDERATiON LOCAL SOIL CONDITIONS; w� SEE DRAWING NO, 7001-110-111 FOR NON TRAFFIC INSTALLATION,� -- uu v E Lu TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. its z y r SEE DRAWING NO. 7001-1 10-111 FOR NON TRAFFIC INSTALLATION. ~ u' . __.......___.. ...- _—__--- - ._-_ --- --- {3 VARIABLE SUMP DEPTH, -- „`y1'' DEPTH / ACCORDING TO PLANS LL ® O (3) VARIABLE SUMP DEPTH �------- ----------- -- � 4, ----------- �-,� -">�` -��; � {3j VARIABLE SUMP T ' Y ACCORDING TO PLANS c __-__ ACCORDING TO PLANS / k __ ------- --_-- °" .. ..............(6" (tJIN. BASED ON O g a a, :,-MANUFACTURING REQJ su Id / =: w (6° MIN. BASED ON �a, Lu t) a� Z „ (6" PAIN. BASED ON 4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: r (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: ^rATERTIGMT Ji31PJT / -----.-. _ ... () / ;< R PVIANUFACTURING REO:} F ?' 1 `IN -3 — `n o ._ MANUFACTURING REO. 18"FOR .r', -- p 3 H ' ) 4" -1 OR CORRUGATED HDPE (ADS N-12£HANCOR DUAL WALL, 4' MIN 4' - 24" FOR CORRUGATED HDPE TADS N-12iHAAlCafl#R DUAL UdALt, J/ � � � � rn (CORRUGATED HDPE SHOWN) n., � 4" MIN } r �] r r `> o n1 r- O / J< , ADSIHANCOR SINGLE WALL), N-12 HP, PVL. SEINER (EX: SDR :35), �> s s (EX: SDR 3J}, � �- U) ra � U ,� A�}S;MANCOR SINGLE MALL). N-°2 HP, PVA SEI7,ER ' (:Z3 - - ------- -------------- ----- ------------------- / `� •_. ``` / A PVC DWV (EX: SCH 40), PVC C900/C90,5i. CORRUGATED & RIBBED PVC ' :.0 PVC Qlfu'{i (E X: SCH 40), PVC C9001C9+38. CORRUGATED & RIBBED PVG / r r F ry Q er T ` `T ��� y` •Ort :,. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERo t j X q THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER / ^,��t J NN, < ' GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, � � ' 4'VARIOUSTYPES OF INLET OUTLET ADAPTERS AVAILABLE: v e :''y '_ WATERTIGHTJOINT :> N " x c'\ GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS L V'ATERTIGM T JOINT `"tea ^- CLASS II, LIR CLASS III MATERIAL AS DEFINED IN AST!' D2321. p � � � � � �! � (1 'sq,..' fC•ORRUGATED HDPE SHOWN r„o,.; .> >.� c ” ti I�- I- 4" - 12" FOR CORRUGATED (GATED HDPE (ADS N-12;HANCOR DUAL WALL, ✓i ' i + � _ � G ) yr %c - CLAS r II; OR CLASS III MATERIAL AS DEFINED IN ASTM D2?21. (CORRUGATED HDPE SHOWN) BEDDING &BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE rn � � � Z ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 3:i), j BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &, COMPACTED UNIFORMLY IN ACCORDANCE INITH ASTM D2321, _ � > Ln O W W PVC Q NV (EX: SCH 40), PVC C900!C9t)5; CORRUGATED &RIBBED PVC / I GRATE OPTIONS LOAD RATING # PST E9itAM3fCT€"x PLACED & CG''<1PACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. oLri C) > O W rte.-,,T�# J t : 0 u-0,6aP ae 1l. n V, � O O O O THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER � f # 7 s J,J - __ ___ ___-_ � d � U U f �TAPdLR6tia M r y -a 3 GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, r a Mr. �. .•h , BATT t3FrT€Cssid l« ACi t+iTE J PAR7 t# 1 €N GRATE OPTIONS 3N".. # LOAD RATING, PART DRAWNs € i m 1 !t - -.,. ,. .. - :.. - �- _� w ., ,,,,,,,yam s ` i ,. E t 5 ? ti fi S i '� >3t 0,3 i s x #2 "- = C u If €A<d #4 ET }9-1 2k ^r ..... nr € 1 , 2#3 i i` W U CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. Prra <rkiAr# �R It z � < Rs < �� ?c� , s 1.rh "` "-'<- -;c , m J .':'!.?•F(�stI�� F4,,:k, 1".: Ft,,n '3c _ u.7 : € .;s73 ..::::.:::.:::..:.:::.... $1ANDA-3Ti 3>1rCH£'>Fd ;2' /,4i. a, -£,v . F£i l—1 -21-? BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE <3atnr ;rA (' i �ccyci g� +,; z{r, � t � `Z r r------------ ---- -,-..-,._._ u :;;rc,^•��i-;.:;.. i7 1C-2ti>k ,_, ,,.,;, �;o i l0 J PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. i3 Os'lh a1�RTE L;i€#T C Y ..f_...#I1# ? Gi-':#J3J # v'CsG"}D 1:7T:`fS" z3 aC ukf> ,.. e#ExT E#i T.. 209 a t0 € I— (� 7s<y 'Ci; ii 11:r D,1Pv` aIA. 411 � 3 ? 1 3 i ,G+J:CROP tvGai?T 1C,c^GL"9# h € 70Cz 1ti7f,„= Q U 1 - LR ATESWIAD CWER SHALL BE DUCTILE PC% PER ASTM A536 GRI+}E 7i 504)S, n:;c r r n c r. r 1 - GFVTES+S{3LIC COVEF? SHALL BYE DUCTILE IR fi PE 2 A5T(r9 75 G ADE 7r }^. � � � � � # - GRATESISOUD CO .,R SHALL BE DUCTILE IRON PE., ASTM A536 FLaDE 7 C O . OS c 31'i1 VEROCNA AVE Ui W W O W W -' ,+ THIS PRINT DISCLOSES SUBJECT n E ! BC MATERIAL WIT M THE HALL BE Did CT THE OI>EBRONZE t7R„TE. - c i c . • A T Cz: 3130 VERONA AVE 7 NIS $FtitdT JIB+CLOSES SUBJECT Pw '.TTER 3N .VH#C 1 DRAWN BY EEC MATERIAL BUF RD,GA€A 051 PEP, - T P7 T R INWHICH € DRAdJPi BY E . H€u PRII`aT C�.SCLO,�ES 5!.76J,.U, i41ATTER I!d'Pt}€i.,,. DRAYdCB SY ESC PATERIAL ,� DUCTILE ASTM v.,,, GRADE ? c r 2 .. ?-BANES SHALL BE DUCTILE IRON , ER ASTAr1 A,,,,b GRADE 7f ;r7 G5. _ � � CL i` � � SHALL BE � rr ,>. =n,. 2 - FRAMES SHALL E_ .. Uc,TILE ]ROI`€ PER A., Ct3 Avw 4u0-0� _ } Y <�"' . PRP AR"f ''," TG ', R 8t3PORD, GA 30518 FRAMES i ALL u DUCTILE MAN FAC STIP? A53a ACCORDING I3 O PL S , c T r> AST HAS PROPRIETARY"RIGHTS. THE REODPT BiJFORD, GA 3451$ k - =r • s . LA N LOPLAST RAS O, RIET RIGHTS, EHE ECE€PT tdYLC+PLAIT H,A,. PROPRIETARY RIGHTS. , HE RECEIPT SUFORD, GA 36518 _ CUSTOM , ..� -,P C DETAILS, NYLUPL. a;s - DRAIN ♦?ASIPd TU EE Ci1STOR, tv:AP'J!JF,4CT{:REJ A-�L:UR, ltdU TG P.,n,.� CJETA':LS. ,� p ORAIP! BASIN i a BE MANUFACTURED ACCORDING T } PLAN IC ALS. , , ES , $H%T 774' 932 _443 Lc) 0 ® Q DRAIN CUR D A '�DRDINC TO ALAN DETAILS. r•T „r CONFER. F : 0 932.2443 c " OR POS5E5SIUC, OF THIS PRINT DU NOT CONFER, ( 1 :r - D...7,LN I3ASirf TO FIE CtiSTOfi;] Pu#ANUF,R , E G., - T ".c .n . P- � f $PIN 774 932-2443 OR PGSSESSEf-1t�i OF Tih1S PRINT DOES d'd:rT GG€'JF_(,. TE 6aF-63.6 $HN {77 j RISERS ..: NEEDED :. -, „r .,1 , T ,1P+IA,tJ KES'� IFiI{,i€LNC. DATE p4-li.,-46 p OR POSSES ,EO:! OF THIS k€NT DUEo tNv, CONFER, DATE 43.29-06 ( } - RISERS � - i G ' T r � Pt'. DA 4 R!„_Ha s,7iE N .EDEI, , Or: BASIA€5 G, ER � D1E V S, W W W W n .Nr � •, MISMR� ARE NEEDED F _R BASINS C3JER 3 DUE TO HIPPING RES. RIC iU J F T FAX 770 932-24(39 RISERS ARE N }E€i FOR i3ASitNS OVER 3T" DUE TO 5, IIP. €Pu I FIT c.L TIEiC€-4. c c E ^ ' c ” r `r FAY. 776 932.2499 TRA(+lSFER, OR LICENSE THE USE OF THE DESIGN OR jjjj FAX (774# 932••2994 T TRANSFER, OR LICENSE THE USE C , THE DESIGN OR: # ) t .if+ I�.�� _ �" �'�'s�.� 41V/#I.SF+€4 €s�5i-tCS.CaC� TP,F,Cs„FER.ORL3C_N.._-THEJoEU, THEDEaI_N4R � '"� ( i S=EDRP,1f'WINCCJC7.7001-71?YOfS. _ SEEDRA4sINGr3G,,.iC31-ii4-L�65. ;,rn SHOWN 2 � � � U1 � n, ^AIG 7rJ:J#-1 i0 -{}n5 " cr R - T yr rx.n b last-us.cewz c ; CONFORM TECI.t,I. AL INFORMATION S}.. WN HEREI€v � A - SEE Df A ,fN 7 TECHNICAL INFC'Rtr9r,T,vN SHOWN HEREIN w m.ny#ap3ast ws.crm TECHNICAL I AL ih, .}, PRA i C'i 8H'v`?( HEREIN J +✓ y P C. IMAGE SYINFCTI J S7 B JOINT TIG .S}TALL f,ONFORM TL REV€SECT BY ldVYiH FROIECT NOJA7APAE (yj REVISE:{} SY NiWI PROJECT C1O NAM9E 4 - DRA€NAGE L NNECT#ON STUB JC -}INT TIGHTNESS SHALL CONFOF'PA TO REVISED BY NMH PROJECT NO.INAPE a RA C 3C - DRAICfAGE GONtvEGT1GUN STI;:?.JOiNT T€G'iTPdESS SF;ALLCONFORk,9 T 0 REPRODUCTION F TF S P €t INFORMATION G REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE p REPRODUCTION OF THIS •r"iiINT QR,eN t INFORMATION T#TLE "+2 r _ t'^° c �• ' 4 r: ft ;" Q !. PRINT �R ANYTITLE ASTn9 D:.2:?_ : OF. CORRUGATED HDPE (ADS DUAL tvALLb, N-12 PIP W W LI.I Lu W ASTM 032,.. FORCORR (GATED HDPE {ARF.. N i2, iANC._R. DUAL WALL), Ct iVTAIPJED HEREICJ, OR AnANUFr1C I LRE OF ANY Q AST&A D3212 FOR CORRUGATED HDPE (t D•S N-121HANCOR DUAL WALL), CONTAINED HEREIN, OR MANUFACTURE OFANY +3Ci JAINEEL' HEREIN, OR Yv`:.#'!!JFAC:TURE 'OF A'i'Y P�+' SE ;ER. DATE 63.1d•18 - [}ATE Cz3.11-15 N -I2 HP, is, PVC SE'J'd>;R. HATE 9„-14.14 18 €CN DRAiN BASIN QUECJS SFi;C #N3TAI.LATtON DETA€L '� C = r ! � � - ' � , �. - e 2§ ICN DRAIN BASIN QUICK INSTALLATION DETAIL � � GC N-12 HP, & PV'C wi<WER' E • 12 Std DRAIN BASIN QUICK SPEC INSTALLATION AiJON BETA#L ARTICLE HEREFPOPt°r. FOR THE DISCLOSURE TO CT}iE}?S , CAN r q, rti, l t, lG__ H_R FROPv1, FJR T i_ CISCLL SJR_ i{} ('CHER ARTICLE #3EREF 2{Ji9, F+Jft THE DISCLOSURE TO GCi3Eft5 �• P C.> viIvlJBd S , -ADAPTERS CAN BE MOUNTED ON r NYANG E U° TO.,CC . TO CET„RNWE NIINI#vll.fh, - 2 • r MOUNTED � '; ',:':fi7 ° T R',93P F.1#AIIEv1UP:1 - 5 - ADAPTERS CAN BE NC3UNTED ON ANY Af, _ LE � TC) 35G'. Ti DETERMINE Pv€€P � _c r •v ,• �r� 15 FOR};IDt3'£N, EXCEPT BY SP=f'tF€C dRITTEN x b -ADAPTERS AN 5E MaJN. ED UN ANYANGLE E 0" C __ i . O RETE I iE IS FORBIDDEN, EXCEPT BY SPECIF€C it'Jft€TTEN I.., } .}RF#JOE"d, EXuEPT b. SP_C'iFIC a'VRITTEPi ANGLE BET`"WEEN ADAPTERS SEE DRAINING NJ.7p01-13 Ut2. ANGLE BETWEEN ADP,PTE 5 SEE DRAWING A;C.?Bili-330-f}1<. F 7441-##4 791 REV E N a ,G DWG 592E A SCALE 1:44 SHEET # OF 1 DWG NO, 7001-110-192 REV E I— h.P7GLE BETY4EE#N d',.DAPTEEtS SEE DRI:Pr(,NG NC3.79 1-#1fT:t2• PEftftrtISSICi: FROM, NYLUPLAST. n:o r,t't.o t,i-:r DWG SCZE A SCALE 1:20 SHEET 1 OP 1 L1WG CRC). 7441-110.183 REV EPERP'ISSiUP3 FROM PI` GP€AST. ;, n r DWG SIZE A SCALE 1. 4 SHEET 1 Lt # DWG NO. PERF„45._(aN FROM, NYLOPLAST, cx a "cc :.�a. p CO CO CO C -i w ” o O O Uli NYLG--PLAS--T--- -D--R--AIN BASIN WITH ---D---�----�---E----G---R--A--T--A-- - 249910GIC <129101 olo v o o o 0 APPROX, DRAIN AREA = 39.75 SO IN APPROX. WEIGHT WITH FRAME -138.00 LBS z APPROX. WEIGHT =15 LBS (1,2) INTEGRATED DUCTILE IRON _-- 0 GRATE TO MATCH BASIN O.D. - DATE � 12/4/17 1 DRAWN BY ~` 4 TOP 2' OF STRUCTURE .................... L4 ? A T j _. t! SHALL BE PAINTED BLACK 304 A. ALLISON \` DESIGNED BY 6 ,� ��✓ \'d-\, MINIMUM PERE BURIAL _..... �_- C� DEPTH PER PIPE ADAPTER ANGLES VARIABLE MANUFACTURER 0' - 360° ACCORDING TO PLANS (3) VARIABLE INVERT HEIGHTSRECOPAIv1ENDATION j C. SHIFFLETT I r �� �'--------------�---� (�, A�AILAELE (ACCORDING TO WIN., MANUFACTURING I ------ # -- -- - ` ={ j- - PLANSfTAFEOFF) REQ, SAME AS IMIN. SUMP) CHECKED BY C. KOTARSKI ty, SCALE rIYI.aaPI.AST Ix, % D -NIA }}}� j 7y / l�„2;-rf- r,-�;4' (3) VARIABLE SUMP DEPTH _ "_-_____________---------- . /-------...__._- ---.--------------------.------------- . ` , .._. /Y Y” ------------------------------------------- 014.915 ____------------..---------------_.._______ 0'14.9') - i.. 44, ACCORDING TO PLANS 6" MIN, ON 8" - 24", IGMIN. ON 3T (� (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS ­o BASED ON MANUFACTURING REQ,) I _ 4" MIN ON a"-24" AVAILABLE: 4" -W FOR CORRUGATED HDPE % / i.(: 6°MIN ON 30° ( #df: ADS -':ZltfANCOR DUAL MALL, ADSiHANC{iR z SINGLE MALL), N-12 HP. PVC SEWER (EX: SDR 35); i �] PVC DWV (EX: SCH 40). PVC C'30310905, -,W-CORRUGATED & RIBBED PVC c ---- - - - WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (COF,RUGATEDHDPE SHD'uVNj GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I D 1.25 y D€3CT3'1 F €RUN -� 8" - 30" OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & ' E BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & - 024.75 028.50 - ` �am� COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. r cit C! 4 ................--- ... 0111.64 --------- --- I 1 ^n" - 39" COMIE GRATES SHALL FIE DUCTILE IRON PERASTA? ffwM GRADE 70-30-05. DIMENSIONS ARE FOR REFERENCE ONLY 2 - S' 81Cr DOME GRATES FIT ONTO THE DRAIN BASINS IMTH THE USE OF AP'.0 BODY TOP. SEE DRAWING NO. 7001.110-W, DIMENSIONS ARE FOR REFERENCE ONLY T} 15 PRIC17015CLGSES SUT3 ECT Pu TTEk tN 1'H€CH DRAV1fN $Y ESC P9ATERIAL 33130 VERONA AVE ACTUAL DIMENSIONS NIAY VARY THIS PRINT DISCLOSE'S SUS•JECT MATTER IN';WH€CH DRANAN BY AWA MATERIAL 3130 VERONA AVE � T y BE CLISTOCA MANUFACTURED ACCORDING TO PLAN THIS PRINT DISCLOSE$; SUBJECT MATTER IfVwHICH DRAWN BY EEC MATERIAL 3130 VERONA AVE 3 - DRAIN LAURA€ C Lu '' !; '� ` : r LAST HAS PRGF`REI;TAt,Y RIGHTS. THE (;`-::CLI?T SIJ$GRD GA 30518 - _ , , - fJ"#_OPEA.ST HAS PRGP(Fi#ETAF:Y RIGHTS. THE RECEIPT BIJFC3Ri3, GA 3451Ys ACTUAL DIMENSIONS P�1.AY VARY PIYLOPd-AST fiAG PRQPR+E7A;2'i RIGHTS. THE RECEIPT �'UFCiRC7, CFA 365i$ QIMENSIt3N. ARE IN INCHES A. fl P DETAILS- RISERS ARE NEEDED FC3}? P�r,S,P.S OVER F,8° DUE SH€PP 3'iG POSSESSION '� F PRINT GES NOT CONFER PHN 774 932-2443r =n +• OR POSSESSION OF THIS PRINT DOES 'JQT CUP'JFER, DATE 03-25-19 FPHNAX (770) 932-2443 DIMENSIONS ARE IN INCHES OR PUSSESOR L OF THIS HE USE 00ES NOT DESIGN CONFER. DATE 1-11-06 tOiJL'TtL£ IRON $HN (770) 932-2443 GRAVE HAS LIGHT DUTY RATING OR GSS SSIC N Ur THIS KI D DATE 3-5-40 1 ! RESTRICTIONS, SEc JRA :IPJG ivJ. rt.%: -110- -E ifii> ; +c E Oo TRA9JSFER, OR # JCEP+aE THE i_Sc OF THE DESK"aG1 CiR �e FAJC (7}ii) 932.2d9f# A536 TRANSFER. OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932.2490 ❑ I ; G E -G 0 , S T "if S3 C F 3" T 7 TRANSFER, CRR l€ bN... T,iE 1 ..E OF ": NE % S#Gtd v, { w (779) O:i2-249Q CRATE MEETS H-20 LOAD RATINCz � � w °+ QUALITY: Pt1ATERIALS SMALL CONFORM TO ASTM A 3S C RADE g� 1 1 - D„A.F,R�E COPvP, ..Ti A, STUB IN I aHTA,Ea SHALL N. CFct,. ,, ,. 7 R a^-; NO'v# € EIN r7 srrcra:nycoglast s.urr7 TECHNICAL If•JF �RCt"T! 'i SidUVT•'N iiERE#t4 `� "' u+n'ea,n la #astcis.cotts TECHNICAL €NF'JrL9ATliON SFivU`dh ,•�Er,E{f� T• �rvrrr.nylopiast•us:co!n F TECHNICAL AA;FGRh.z,:iJiv SHOWN J t R REV€SE€! BY ESC PROJECT Nf3.iNAt7#E C h of REV€SED BY EBG PROJECT NOJNAME Y g ASTM FOR CORRUGATED HOPE (ADS N-12tHANCOR DUA€ JVALL , REVISED BY CCA PROJECT NL11CdAA1E QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 7l} -543 -iii H+, � PAINT CASTINGS ARE FURNISHED WITH A BLACK PAINT REPRODUCTION ?UF T={€S PR OR ANY IhdFORrr1ATEON REP€LC)L CTICCi OF T HliS PRINT QF: ANY IPiF£)Rti;ATlCCd REPRODUCTION OF THIS PRINT O€.A€ Y INFORMATION TITLE ,. , _ �,TITLE ADA HP; CC.SEtMO(NT2�1"). .' N,. TtTtE PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT SIZE OF C}PE:llE�lG MEETS REQUIREMENTS S OF AMERICAN DISABILITY tvUPN TAICaEC! HEf?EIAi OR MA.NUFAGT-URE OF At>!1` CCNTA€NED'r%ERE€N, O3R P.:,,I~: ,fAC=, URHvP A#` -JY DRAIN BASIN °fdlTll flCIARE GRATE CONTAINED HER�uIC'€, OR Ar1,ANl#FA%'i!JRL� GFACJY PATE .313-#0 [}ATE 4-#3 i l 5 -ADAPTERS CAN BE MOUNTED ON ANY APJ„LE fi” T03SL' TO DETERC,dIC€E DATE 0305.1 S _ O . ,- - 24 IN SOLID COVER ASSEMBLY -TYPE S ( DEPARTMENT OF ARTICLE i EREFROM FOR'THE DISCLOSURE I'fJ OTHERS i2 IN DROP IN tsRTl{: E 1EREFROPH`. F'OF; THE DIS TO OTHERS UICK SPEC INSTALLAT€ON DETAIL LCJC#{IN4i DEVICE AVAILABLE UPON REQUEST SEE DRAUfIP1G NO. ARTICLE HEREPROtJ;; FOR THE DISCLOSURE 51 PLE ; 3 ; Y3ER5 ACT AS STATED lid FEDERAL REGISTER PART III, DEPART =h ;,IIr.IhIUP�1 ANG BETWEEN AOAPTE� s SEE DRAunrJs NU.7uG'1-I1r,-012. � ART 36. *' ; iS FORBIDDEN, EXCEPT! BY SPECIFIC WRITTEN 7Q41 -11d3 }2 IS FORBIDDEN, EXCEPT BY SPECIF€C VVRfT I EN JUSTICE, <b CFR P I5 FORBIDDEN, F ONI I-V BY SPECIFIC S } (TTEN 6 - S" - it" DOME GRATES HAVE NO LOAD RATING. e DWG SIZE A SCALE 1;#0 SHEET 1 Of 1 QWG N(}, 7401-110.218 REV C A.9€ IS$10N FR °ti ,t ! f DWG S 1ZE A SCALE #:G SHEET 1 t3€1 LttJG N0. 7001-110.021 REV D PE�t'IaSIGP FROM'. CNYLLOP AST. or; s<r,.a f„ DWG SIZE A SCALE 1:40 SHEET 1 OF 7 DWG NO. 7001.114 39? REV C PERMISSION RUP1ldYLOPthST. �xn a3+ricr�a 3 PE€, S5. x 0,1PY..UPLAS <, ra, rp..,. 1299CGC 1899GGC 2.4-0-1-D-1. APPROX. WEIGHT WITH FRAME r 39.90 LBSAPPROX, DRAIN AREA = I CA.94 SQ IN uj � �-- i APPROX. WEIGHT WITH FRAME = 68.50 LBS APPROX. WEIGHT = 67.50 LBS �9 (6 U E _ C.) Ljj � � HINGED COVER - 1.25 i,� C L!J FOR EASY ACCESS k C — �_- x h_ �) 2,75 I of LLI � ' x` 0 3.56 1.61 I ! ' , _ Sfl}'r'1 O C77 Vz E (I i5i )�� j o -- - -----------------------------.. ..... _.._................. . ___._..._.._... ,.._...-- - a NYLOPLA� r Y\ 40 X.50 Lu C, kr, .a asi 93.56 T ...................... ..}... _ / r 3 vL "-t: iU 1 L f z (y J 028,015 O N �-� � U33iJ_ � � 2z.1 s ^-. 98.4 r .203 � I O 022-50 O Q) , N DIMENSIONS ARE FOR REFERENCE ONLY DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN 'WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IAN i4 HIC#' DRAWN BY EEC MATERIAL 3930 VERONA AVE ACT1UAL DIMENSIL)N5 SAY VARY T}iIS FRIT T DISCLOSES SUBJECT P`ATTSR IN WHICH DRA'a"7N BY CJA MATERIAL 31'4 VERONA AVE JOB NO. ` R NYLOPLAST HAS PROPRIET THE BUFORD,GA30518 Q ACTUAL DIMENSIONS MAY VARY N'f#-(JPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT SU$C2RD, GA 30518 ACTUAL DIMENSIONSMAY VARY rNYLt7PLAST HAS PROPRIETARY R1C:=ITS, T;3E REz;EIPT suFORD, GA 3431s DIMENSIONS ARE IN INCHE,. 4 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 33-06 DUCTILE IRON PHN (770) 932-2443 DIMENSIONS ARE IN INCHES OR POSSESSION OFT#IIS PRINT DOES NOT CONFER, DATE 3.8� DUCTILE IRON PHN (770) 932.2443 CRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOT COtNFER, DATE 7.5.91 PHN 177 0) 932-2443 DIMENSIONS ARE IN INCHES 370.3,E TRAPNSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932-2490 TRANSFER, OR L€CE€dBa THE USE GF THE DESIGN OR FAX {7?91932-2430 a f'.{1 TRANSFER, OR LICENSE THE USE t�F THE DESIGN OR N last FAX (774193 st-os' GRATE v1EETS Ii -20 LOAD RATING GRATE MEETS FI -20 LOAD RATING S QUALITY. MATERIALS SHALL CONFORM TOASTM A536 GRADE rPJ 5J _ TECHNICAL INFORMATION SH0'bN HEREIN y v wrn,nyNag#3siKfs.Eam �, TCGMNICAL ER'#FC}RC,`RT€OPi SI-+O;rVN HEREIN Wn�'s.ny€agtast-us.vnz ,, ?, 7Et,#sE�ICAL €Pv;'.aRAhATIOh aN,.ltdPs HEREIN REVISED SY EBi AR{idECT NU.INAME vrwut:ny€oplasi-ws.eam 1 REVISED BY JJC PROJECT NOJNACAE o QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70.50.05 E T r REVISED i4Y ESC PRCidECT N{3JNAChE � QUALITY: MATERIALS SHALL CONFORM TO ASTPII.A536 GRADE 70 -5tH -05 �- a . ,. PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT REPRODUCTION OF THIS PRINT QR ANY INFORMATION TITLE RE PROD: TITLE REIRODUCTIONOFTHIS ,RiNJ[O.AN INFOR3;ATION TITLE 3� � ,n- � SHEET NO. PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT PAiNT: CASTINGS ARE FURNISHED WITH A BLACK PAINT H- MANUFACTURE SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY CONTAINED HEREIN, OR NIAN,JFACTURE OFANY 4NTA#I+EEO HEREIN. OR MANUFACTURE IIF,0.NY PATE ,'-16-17J Cw'�I�JT.A.#€dcD HEREIN, OR PrANEi, AGTU; " Ji` Aiv'f DATE 3-13.16 _ DATE 2.22-# 1 24 €tJ DROP iPt • o LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12ICN SOLID COVER ASSEMBLY LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREPRC?i, FOR THE DISCLOSURE TO OTHERS 18 IN SOLID COVER ASSEMBLY -TYPE C ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HEREFROM, FOR T=IE DISCLOSURE TO GT.HER$ f r r S FORBIDDEN, EXCEPT B"SPECIFIC WR€TTEN 71;03'€-110-02' S FORS€DDEN, EXCEP i 5Y SPECIFIC J1R#TTEN JUSTICE, 28 CFP PART 36. IS FORBIDDERS. EXCEPT BY SPECIFIC WRITTEN 1C f I �'#7/ �B C1.5 7,Jfi1-11CJ-J3 DYQG SiZE A SCALE #:8 SHEET 1 OF 1 DWG NO. 704#-##0-204 REV C DWG SIZE A SCALE 1;10 SHEET 1 GP 1 DWG NO, 7001-110.214 REV C PERmISSIO N FROM NYLOPI-AST, � i„ n c ;,r D4YG SIZE A SCALE 9`.S SHEET 103$1 04YG NCR. 7001-114 iY75 REV D PERMISSION FROMNYLC PLAST. n:o. v o . s PERMISSION FRO€lr!! N' LOPLAST. „z tG tarfU?L •" i � N o E h ®cm Q u N � E Euj W }} N � 7 ¢ LL.O o LL ^ Lu 0 ("Ur, U �N- QLUU� z I' w"—in O j rn Q or4 O m r^y/ o r� X Ct C// ::3 J u W W h W _> ,`nr, O Qrn �0 U) LU 000 UU U vm a W O00 a -j W U CD LU O O U O U U W g U 4 a- Q. Q. ZD 0 D W O Q C M: U) W (n W (f) W (f) W U-) Q9 �:>> Z3 Q W W W W W C4 Q� Q� cl� Q� ui co> coI– LU ^+�ooQ) o N N N N U Q M Q O tri DATE H :D 12/4/17 O DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI E (D a U) E a Q N N 0 0 70 2 O n 0) z O F- z O U C� z_ h X LL] 6 N O 0 N N Q O v N U N O O N OC) m 0 SCALE 1"=40' 0 c U Q) N O .N. S N N O Q LL 7 Q A C O O N O 7 N Q O C LU cu z z � Q O o N ZLy Q) w �O �cq J 2 cq < ,, z v O o LLJo T h � O E y � v � v � U O� � N W z N 012 :EQ 5 x v h v o Y O O Q � >O Y N � O � U N O N U L i N n O N U O O U1 E 3 ca U ca N � c1S U _ JOB NO. N 0 N - c U 37032 � N N O O U SHEET NO. Q w o C2. 0 y 0E 0 DATE H Z:) 12/4/17 M V DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY Ez > E C. KOTARSKI SCALE 1" = 40' LU °3 W U. ® � L Lu®UJ �m U �C U 00 z ~ U.1 —Ln O j > CD C) CL Lu H/ �S U) ¢ LU O > W � W ® F- SW W 0 0 O O O W Q) 00 —jISI— WUCDti j Z) te r-- UO W q O O a c � Q ZD O 4 W 0 W 0 0 W W W Z:) O W W W W W CK Q� CK Q� Q� gCo co c w L W O N N N N u \ Q \ M O Z O tr) DATE H Z:) 12/4/17 O DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 40' 0 c U N > O O aN. t6 O N O Q 7 S.' A C z O a co N Vl 7 _ N 0 co zuj-� o v .o W >v Lu O 7� g 2z �o 2:E 0� T F � O E � C C N � N dO 0 Z N O N Q LLJ X N � 3 O O O. — O O.. � N C N t6 � N U C X O N O U i O y1 U � O N E U � O N � E g U JOB NO. o o N cu U 3703 , 2- N O U SHEET NO.vor 1ilig C2.1 v �E NOTES: 1. RWSA SHALL BE CONTACTED AT LEAST THREE BUSINESS DAYS IN ADVANCE OF ANY WORKS ON RWSA PROPERTY. 2. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE RWSA SITE IS SECURE THROUGHOUT CONSTRUCTION. THIS INCLUDES SECURING GATES OUTSIDE HOURS OF CONSTRUCTION, TEMPORARY FENCING AS REQUIRED, ETC. 3. THE CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING SANITARY SEWER LINES PRIOR TO THE START OF CONSTRUCTION. THE DESIGN ENGINEER SHALL BE MADE AWARE OF ANY DISCREPANCY BETWEEN SURVEY DATA AND FIELD CONDITIONS. 4. ALL WORK ON RWSA PROPERTY IS SUBJECT TO INSPECTION BY RWSA STAFF. 5. THE CONTRACTOR SHALL COORDINATE WITH RSWA AND ACSA STAFF PRIOR TO THE ABANDONMENT/REMOVAL OF ANY SANITARY SEWER STRUCTURE AND PIPES AS NOTED ON THIS SHEET. '/ j/�%!1 y. *hk��' RE ASPHALT f!� . fl jjl��j�/�jj/`J::. >. "d j. 3 *+*}*/ GRAVOEL RDAD A P vEME�IT / / / ���,#' �—REMOVE TREES g x �:�ff.///�jl'! / j//��/` j. F�EMOVE' S OR LET / M©I�iITO2l rh / f + * REMOVE GRAVEL AD:+/# j. �. Y 41 G- '.�/�/ / �fi **fi++/ REMOE ; �k} k;/f j�j REMOVE SIN MONITORING VI. f•*} }*+ WELL PROTECT EXIST 1 k*}}}+ x }}}#k+ _O r ! I h * }k}.,.ME7AL BUILDIF'4G l` / GNB }h+}}# } + * } } .11� oREMOVE TREES" }��£/#k+xx*�}Y+I'1Rl+V j 0/712,-, SANITARYSEWioREASEMENT (D. B. 617-96, 98 PLAT) j. � f / *+` + N TO BE ABANDONED ONCE NEW / 9 REMOVEREMOV" ! } } k } o PROJECT /S COMPLETE "%' 7'/:j ASPHALT DILAPIDATED (SEE D.B. 4468-386) // j. j ��'j. PAVEMENT //�.�.�/'�f/t1,t UI i"jll�.f/.li!+xx++#k*k}}+#}kxlAllLL, j / . Ql ,. EMD N Z c D o pf W CHAIN- IN +: ; LL ARDS ; IW ,R 1 -No 71 m E O O 0 > U. v c M v N c4 V) c N c E v Lu L Lu 0 t6 r-9 m ¢-jU� z L�L Lu O j F4 n O C7 ui U 3:O ::3x U Q w � �� ® o ww�(ki-)w q ' 000�o v T U U J U CD Lu j q c W U U g U c ct� CK Q Q4 0 o p wwWw p p p Qww ZD 0 wwwww z Q� CK Q� n �00�c� LLI >" O N N N a N u \ i Z © ti Leet 1 114110 DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=40' 3 Q C O N N a) 0 O G / !nU) s 'co (0 z r ) O_ C 0 o , l V O Lu v .J s 4 uj o(D u �z < z op g� o � T ~ �o � a� �N a -O o� Z (n o� Q N pmm ti o� �s o .§ X� Xo O U E v N f4 = .� O � o0 Ea U � o O � U JOB NO. N o nT U 37032L a C N �c: N O O U SHEET NO. Q o 2. 2 m l� 0 > U. v c O 0 c4 V) c 3 Q C O N N a) 0 O G / !nU) s 'co (0 z r ) O_ C 0 o , l V O Lu v .J s 4 uj o(D u �z < z op g� o � T ~ �o � a� �N a -O o� Z (n o� Q N pmm ti o� �s o .§ X� Xo O U E v N f4 = .� O � o0 Ea U � o O � U JOB NO. N o nT U 37032L a C N �c: N O O U SHEET NO. Q o 2. 2 m l� EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE REDEVELOPMENT OF THE EXISTING WOOLEN MILLS BUILDING, CONSTRUCTION OF ASSOCIATED PARKING, UTILITIES AND STORMWATER MEASURES. LIMITS OF CLEARING AND GRADING ARE 6.54 ACRES. ADJACENT PROPERTY THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY THE WASTE WATER TREATMENT PLANT TO THE WEST, MOORES CREEK TO THE SOUTH AND SINGLE FAMILY RESIDENTIAL PROPERTIES TO THE NORTH AND EAST. EXISTING SITE CONDITIONS THE SITE IS LOCATED WITHIN THE EXISTING WOOLEN MILL BUILDING PROPERTY, ADJACENT TO THE RIVANNA RIVER AND MOORES CREEK. THIS SITE CONSISTS OF TWO SEPARATE BUILDINGS, ACCESS ROADS ONTO BROADWAY ST & E MARKET STREET. THE RAILWAY AND ASSOCIATED BRIDGE CROSS THE EASTERN SIDE OF THE SITE. THE MAJORITY OF THIS SITE CONSISTS OF OVERGROWN WOODED VEGETATION AROUND THE PAVED SURFACES. OFF-SITE AREAS NO WORK WILL BE CONDUCTED OFF-SITE. CRITICAL EROSION AREAS NO CRITICAL EROSION AREA EXIST. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS UNDERGROUND PIPES WILL BE USED TO CONVEY STORMWATER ONSITE. THIS SITE PLAN IS PART OF AN OVERALL DEVELOPMENT PLAN WHICH WILL UTILIZE A REGIONAL BMP TO TREAT STORMWATER RUNOFF FOR QUALITY AND QUANTITY. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PIANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. SEDIMENT BASIN - 3.14 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET' AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKIPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MUiLCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET C3.2) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE ON-SITE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES. 3. CLEAR AND GRADE SEDIMENT BASIN AND INSTALL ASSOCIATED STORM SEWER PIPE, LEVEL SPREADER & OUTLET PROTECTION. SEE NOTE #2 ON SHEET C1.2 FOR ADDITIONAL INFORMATION ON LEVEL SPREADER INSTALLATION. 4. INSTALL DIVERSION DIKES & INLET PROTECTION. 5. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 6. ROUGH GRADE PROJECT AREA. 7. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C3.3) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. ONCE THE SITE UP HILL FROM THE SEDIMENT BASIN HAS BEEN STABILIZE AND APPROVED BY ESC INSPECTOR REMOVE, REMOVE THE SEDIMENT BASIN. 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. L MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS -3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS -4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE: TREATED TO REMOVE SEDIMENT. MS -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSIOiN AND PROMOTE STABILIZATION. E. RESTABIILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS -17. WHERE COINSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. TEAIIPORAR Y SLOPE DRAIN CORRUGATED METAL EXTENSION COLLAR WATERPROOF SEAL EARTHEN DItKE (COMPACTED) - SECTION VIEW PROVIDE INLET PROTECTION NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING WILL CREATE PROBLEMS EARTHEN DIKE (COMPACTED) 3:1 IIIIII�111111= SECTION A TSD TEMPORARY SLOPE DRAIN No Scale D+6" ll 18' T FLARED END -SECTION C GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 12D - CATOCTIN SILT LOAM, 15 TO 25 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 13D - CATOCTIN VERY STONY SILT LOAM, 15 TO 25 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 23B - DAVIDSONCLAY LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 23C - DAVIDSON CLAY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 58D - MYERSVILLE SILT LOAM, 15 TO 25 PERCENT SLOPES. 40 TO 60 INCHES TO PARALITHIC BEDROCK, WELL DRAINED, HYDROLOGIC SOUL GROUP: B 71B - RABUN CLAY LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRECTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 71C - RABUN CLAY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 76 - RIVERVIEW LOAM, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGICAL SOIL GROUP: B 83 - TOCCOA FINE SANDY LOAM, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGICAL SOIL GROUP: A DIA. "' /� CONNECTOR SECTION B EDGE REINFORCED L SKIRT SECTI❑N 20" APPROX. A � W PLAN A WHERE FLARED END -SECTIONS ARE TO BE USED WITH BITUMINOUS COATED AND PAVED METAL PIPE, THEY ARE TO BE GALVANIZED ONLY. ELEVATION H FLARED END -SECTION (CONTINUED) I� i'. rte rl y� t•1 SIDE LUG ALTERNATE CONNECTION TOE PLATE, WHERE NEEDED, TO BE PUNCHED TO MATCH IN SKIRT LIP. 3/8" GALV. BOLTS TO BE FURNISHED, LENGTH OF TOE PLATE IS W + 10" FOR 12" TO 30" DIA. PIPE AND W + 22" FOR 36" TO 60" DIA. PIPE. SKIRT SECTION FOR 12" TO 30" DIA. PIPE TO BE MADE IN ONE PIECE. SKIRT SECTION FOR 36" TO 54" DIA. PIPE MAY BE MADE FROM TWO SHEETS JOINED BY RIVETING OR BOLTING ON CENTER LINE, 60" MAY BE CONSTRUCTED IN 3 PIECES. CONNECTOR SECTION, CORNER PLATE AND TOE PLATE TO BE SAME SHEET THICKNESS AS SKIRT. END -SECTIONS AND FITTINGS ARE TO BE GALVANIZED STEEL OR ALUMINUM ALLOY FOR USE WITH LIKE PIPE. PIPE DIA. SHEET THICKNESS DIMENSIONS STEEL ALUMINUM A 1 "TOL. B MAX. H 1 -FOL L 1 2 TOL. W 2"TOL• C 12" .064" .060" 6" 6" 6" 21" 24" 24" 15" .064" .060" 7" 8" 6" 26" 30" 24" 18" .064" .060" 8" 10" 6" 31" 36" 24" 21" .064" .060" 10" 12" 6" 36" 42" 24" 24" .064" .060" 10" 13" 6" 41" 48" 24" old TOE PLATE (ZLINIF W, E c' 0 Tri DATE � u 12/4/17 0 ry � A. ALLISON DESIGNED BY >E C. SHIFFLETT CHECKED BY °' iZ C. KOTARSKI SCALE u.i liZ W ~Lu >� L 0 .� w0 U�� <_;U00 z �_Lj n ,s OU Lu m 3:0 x u Q ,L n W J F�¢,s; o ZZ4�Z 00)w w OOOO UU��C� �Q 0-00 -1 Lu wU� � j j O O WU q U Q aw O CO q X_ w ti w ti w ti w V) w ti o wwwww s ® co 00 co 00 00 "' w w N N N N v o -co- o z CL < U LL! > U 0 Cu Lu Z 2- U) UJ LLJ 0 W N Q z r ..,, g LLJ C) U Z -8 LLI 0 d W Lu"® o IY1 0 o Q w z �o n� o � a� � o LLQ -o a o= z z m ouj� Q � x z o r 0 Q'§ 2'§ 0 0 Q� � Y uj � s (DU 2 m o N o � o E� D� U O U JOB NO.Cn o u)- N U 37032 o � o SHEET NO. Q o C3.0 N Tri DATE 12/4/17 0 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A CL < U LL! > U 0 Cu Lu Z 2- U) UJ LLJ 0 W N Q z r ..,, g LLJ C) U Z -8 LLI 0 d W Lu"® o IY1 0 o Q w z �o n� o � a� � o LLQ -o a o= z z m ouj� Q � x z o r 0 Q'§ 2'§ 0 0 Q� � Y uj � s (DU 2 m o N o � o E� D� U O U JOB NO.Cn o u)- N U 37032 o � o SHEET NO. Q o C3.0 N do I3 1PIPEi, OUTLET 1 SECTION A -A FILTER CLOTH PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL Td KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER SECTION A -A FILTER CLOTH 3do(MIN.) IPE OUTLET TO YELL DEFINED :HANNEL T KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: Lime Invft Ie, €€ 1 $,Ip � € r 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. ®P 3.18-1 SB CUTLET PROTECTION SEDIMENT BASIN � NO Scale No Scale � ii 11111AIIIIIII, i JUTE, OR EXCELSIOR OR EQUIVALENT STAPLED IN PLACE VARIABLE (MIN. 7') BURIED 6" MIN. 6" MIN. BURIED 6" MIN. LEVEL LIP OF a.L �Ll I -III -III -I hI I I -I i -III -III -III -I I -III -III -i (-III V SPREADER III=111-I'I1=III-III-III=111=III--III=III-III=III-1 2.1 OR -111 FLATTER MIN_ LEVEL SPREADER WITH VEGETATED LIP VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE IN VARIABLE (MIN. 7') GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER * FILTER CLOTH 6X6 TREATED TIMBER SECURE WIRE TO GROUND 6" MIN. WITH WIRE STAPLES _ �#5 REBAR TO 7' MIN. 1 3' T4_11711 1-111-111-111-111-111-111-111-111 111 11-111-111-111- I- `' �.1.I III -III -III -III -III -I � I -I � I -I � I -I i III -I � I -III I I I UNDISTURBED ` .III III -III III-III-III=1I III=III-III-III-,J1 2:1 OR SOIL .1_L IJ(LL I LI=J LL.4 1. --� FLATTER MIN, 6' LEVEL SPREADER WITH RIGID LIP * MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP LS 3.21-2 LEVELSPREADER i 4.5' MIN. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) / MAY 1 -AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TS 3.31 ° 12" GRAVEL FILTER RUNOFF WATER WIRE MESH TEMPORARY SEEDING PLANT MATERIALS FILTERED WATER No Scale d TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREAIT TOTAL LBS. PER ACRE SEDIMENT MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. CONCRETE GUTTER � CURB INLET KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% 12" IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% "GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. GENERAL SLOPE (3:1 OR LESS) SPECIFIC APPLICATION: THIS METHOD OF 9NLET PROTECTION IS APPLICABLE AT KENTUCKY 31 FESCUE 12$ LBS. CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND RED TOP GRASS 2 LBS. UNPROTECTED AREAS. SEASONAL NURSE CROP20 LBS. 150 LBS. Cm N Ov LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) IP KENTUCKY 31 FESCUE 108 LBS. STORMWATER INLET PROTECTION RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. D1 °} No Scale CROWNVETCH * 20 LBS. TEMPORARY RIGHT-OF-WAY DIVERSIONS 150 LBS. ' USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES a> F- AS STATED BELOW: VDOT #1 -_`- FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE COARSE 18" MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AGGREGA MM. AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE 0 NOVEMBER THROUGH FEBRUARY 15TH.. ............ ......... WINTER RYE -° ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF - - FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED 6' MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE M'dNIMUM ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER TYPICAL GRAVEL STRUCTURE SEEDING PERIODS; ADD 10-20 LBS -/ACRE IN MIXES. 0 ¢ PS 3'32 COMPACTED -LL SOIL PERMANENT SEEDING MIX FOR PIEDMONT AREA 0 No Scale MIN. I II 011 El _u1 l El I > 1U 1-1 LJ --1-1 - STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION 0000 U U U FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, MINjMUM GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST TYPICAL EARTHEN STRUCTURE 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO wUti GREATER THAN U ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TP 3.38 WD NO SCALE U (i g U TREE PROTECTION TEMPORARY RIGHT-OF-WAY DIVERSION No Scale No Scale CL Q O Q_ Q (ED 2 x 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH ATE 2 ACRES OR LESS OF DRAINAGE AREA: W:i70`A -711 mill I, FILTER CLOTH • :r'=~.fir':•-,.,f_.�% :•..•,.; 4. .:,.,GATHER EXCESS AT i • /. PERSPECTIVE VIEWS STAKE VDOT #1 COARSE AGGREGATE 111111 �.,:� ,''n ` T •::::ii'.,., ILII ✓/i, i TT1 • DETAIL A ;;;;;..;t;,• 4.5'MIN. S(9 3A9 TEMPORARY DIVERSION DIKE No Scale 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE If�I ALONG THE LINE OF STAKES. 6' FLOW ✓4„ 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) j /�3' i FLOW I / AX. A B A II POINTS A SHOULD BE HIGHER THAN POINT B - SF DRAINAGEWAY INSTALLATION 3.05-2 (FRONT ELEVATION) N/A SILT FENCE (W/O WIRE SUPPORT) No Scale 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. POSTS. 4 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. THE TRENCH. = q EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC _TTI IIII --WIRE- =IIII' ssF "I 111=1 - III,=III SILT FENCE (WITH WIRE SUPPORT) No Scale 11 1-J0001 PERSPECTIVE VIEW ELEVATION OF STAKE AND FABRIC ORIENTATION a Lw'R =' FABRIC SPECIFIC APPLICATION '11 LINE POST THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET CONVENTIONAL ioGROUND LINE METAL DRAINS A RELATIVELY FLAT AREA SLOPE NO GREATER THAN 59 WHERE AX (U) POSTS MAX. ( ) 15. 1 NO. (U) POSTS `, BRACING MA FOOTING THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING PERSPECTIVE VIEW PERSPECTIVE VIEW DD 3.09 CD 320 IP CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS, o /'� PLASTIC FENCE METAL FENCE 3.07-1 SAF 3.10 ROCK CHECK DAM I ROCK CHECK DAM STORM DRAIN INLET PROTECTION SAFETY FENCE No Scale I No Scale No Scale �No Scale 70'MIN. 5:1 EXISTING �(' f :A� lywivw<u�t.�l+li\t\t�1.�(�f•. �f.\f.�f\t�Y�lif�R\ E,' FILTER• • i •- • EXISTING GROUND "["_ ---I ; 70' MIN. WASHRACK0' MIN. B (OPTIONAL) /q.. I 101, EXISTING 12' MIN. ! ;Ill MIN. PAVEMENT I.4III.tJ� __._.....-B 10' MIN. I VDOT #1 COARSE AGGREGATE POSITIVE To DRAIN. AGI `MUST EXTEND FULL WIDTH OF SEDIMENT I I INGRESS AND EGRESS OPERATION TRAPPING DEVICE PLAN VIEW 12' MIN. ........................__._........._._._ . .. .. 3„ MIN. 3" MIN. FILTER CLOTH SECTION A -A U-7" CE REINFORCED CONCRETE DRAIN SPACE SECTION B -B STONE CONSTRUCTION ENTRANCE No Scale 3.02 E Cm N Ov iV o7 >E D1 °} W F- U a> F- LL Q +� LL L n ILL, 0fy 0 I` <_j UGO z 0 LLuy-�n a Q (D UJ 0 ¢ � q -LL LJ >cu L 0 ww��w Orn 4-ry > z z O W a � 0000 U U U C) CD uj wUti �j0`Tj O O E U O U (i g U OC CC Q� LY CL Q O Q_ Q 0 Q4C WWEUWLLI _ (10 (A (f) U-) 11? 0 W W W W W 01� Q�C4Q�CL F - p pD 00 Go 0 w w W ~O Q O ®N N N N v 0 c11 DATE ::3 12/4/17 0 } DRAWN BY A. ALLISON 0 DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARS,KI SCALE N/A �t CL z CO o � 3 LLJ I� s a; 7 N U 0 a7 0 w Cu s zN 02- C/) C Q ca caLLJ - CL O -0 0 O N z Q o c J Lu s a �� m Q Lu mo UJ N _0? LL 0 Lu = 0 ED Z 2 LIJ 2z z O 0 o 2E cu7 g ] O 7sa � N � N � C a o 0 r ZN o(1 :E Q � x z o F o o- O O O_ .§ 0 p�'� a� c °�„J > m N U O N U m v, N o E 3 � U � O cu Q U JOB NO. o O N ._ N U 37032 �N C N O O U >� SHEET NO. o cm E ® U � U ry ui ry � > E V) _ w , E Lu LL O LL. ® ® �� U 0� LU = M < _j U w F LU — Ln a O O o Lm zs— °; Q o U ¢ U-) q LL.w s � > ko 0 W LLLL� Ej Lnn �� �C�cOW 4- U) � 000 0 UU-i�U m OU CC) J i� l- W F- � LU UULugU ��� a � 4 Lij Z) O Q Q Q Q Q W c W W W W Ln vi cn cn cn Z3 O W W W W W Q� cl� z C4 p co co 03 co 00 >oo LU WQ) N N N N U < O QI O U) DATE 12/4/17 O >- DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1 " = 40' o s 7 LLJw U C (U N O ,hyo O P� N z N O Q 7 Q 0C 99ssirr ee � py S6 ■ L Y ➢ O Di 2 N O O Q O 'a � Ljj/ P N z z Q O s ULj O W N -jO LU 7.L Z Q L� LL N � Lu =3 O O Ui �• 2 U) z O p u ] 9 3 7 2 o O J. r � O O z = N N � Q O U z 'S r/"A Z n ( 02 LU� X ly- N F N O � o Qy O '§ uiQ �G Y � N U X O O N V i N N O y1 U C O N E � 3 � U � O � � 4 U JOB NO. o m — � U 3.7032 7cou M2 N O O U SHEET NO. o C3.2 F U) E O Q M 0 0 O 70 m 0 d m N W U) Q D- .... : cl 1/111 T Ql�A ; C LI N -,, E ® O �U N U; E F- ua U Q LL. U W Luo ro� QluU00 z j' LU " j (C=:)) O zlu � �ox U SC � a � r " �� ti -r ti U'6-4 U1 .�v >w O CM - O W 1" > 000 0 (D UUJ�U W U ti U U W g U � 4 n 0 12 4 wp wO QW Q w _ (f) U-)cncn(f) U »S :3 :3 u.,wWwLL, O cl� Q� cl� cy-,cL r - Q �o0cooo� > ' ®c o o w LU O N N N N U Q M O O US DATE 12/4/17 O DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1 " = 40' am < o N LU U v N O O N N LLJ O z Q O Q. C O N N 7 Q1 0 z °Li uj o zo� u, ED 2(D U) Q ll L z �o uj2E o Comm T H co `n E .- �N a 0 o O � f Z z N O O N E � U � O � G -U � � Q U JOB NO. N o N — ca � 37032 � a � U SHEET NO. Q o C3.3 H O o -� a> o 19J fl a> c ZZ U N O t � O O N E � U � O � G -U � � Q U JOB NO. N o N — ca � 37032 � a � U SHEET NO. Q o C3.3 m E CD O� v N vi > E LU 6 ' W ~UJ v 3 t� L LU Ln Q a � OU a L7 LU 0 U x U ¢ q i w O WW�I�-.W _>� 'n w 000 0 Uj W U C) LU jj0`Zj O OU W ui Qw404wQ 0 � p wwww p WQ pw 0 m U-) U)U ® w w w w w 0 tY�Ql-CK0� F- ®�cocococo LU w W "" O 0 N 0 N 0 N N F ( \ \ \ Q O DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT Fc. CHECKED BY KOTARSKI SCALE 1" = 40' O C N N U O N O N N O O_ O. C O N N N Q � O 9 7 7 L C B Z Y LU � O. 0 U O Lu N ^JLu LK ) N LU Z5 O o Of Q fa �U) z �O s 5i o � c — a� o E c � a o Z N O m 2E Q X N F N o � O Q� a� c 'm � N U O N O N U � O � O N � 7 co U co O � � 6 CB U JOB NO. N o N ._ � U 37032 G N O C U SHEET NO. Q o C4.0 (D rn U 'D LEGEND: LANDSCAPE FEATURE LANDSCAPE PLAN) (SEE C) 0 u 0 (SEE . . . . . . ....... ... . .......... CONCRETE SIDEWALK ry U5 HEAVY DUTY CONCRETE ...................... ................... ....... . . . . ...... ............. ..... . ........... 8"X8" f77-777�� ASPHALT TO BE MILLED & OVERLAID .............. . ... . . .... ..... . . .... TS&V E Lu ..... ............... . .. ...... .. . .. ... ....... . ...... . ...... ... . LL, PORTION OF SAN. SEWER TO BE ............ .. ............ REMOVED. COORDINATE PROP. ............. ................. .... . . . ................... ......... .. . .. ..... . . ... ..... ....... UL. DEMOLITION AND INSTALATION OF ................. ........... ............ . .. ...................... ............. ................... ............................. .......... . .... . 7E-- r L i u STRUCTURES 16 & 17 WITH ACSA. ...... ..... ... MTZ7: .... ...... GATE: . . ... .... I to 'Q. J %-J GO . ... ..... . . VALVE .................. 0 re " > C:) M — F.4 .... . ..... ............. .. ........... OU C:) r -i CL .... .. ...... ............ .......... ............... ............... ........... ............... ............ ............... ............. ............... . ..... .... . .... XX .. .. .... .... Z] x u oLn V) ........ . ............... .. ..................... .. . ............ .... ....... .. . . . .. .............. .. . ........... . . ......................... . .. ................ . ............. ............. ..... . ., '' 17 W' < ui < 24'RWSA R25' ...... ...... ................ PERMANENT ACCESS EASEMENT u� STOP BAR & STOP SIGN Ln — m NO PARKING (12) 7" RISERS .... ...... SIGN (TYP.) .................. ...................................... .. ........ ............. ............ . ..... I ............ ".., .................. ... .......... WITH HANDRAIL 8'A CSA SAN. C) RETAINING WALL .............. SEWER TOP OF EXIST. EASEMENT SEWER MH TO BE uj RAISED PER THE ... ........... ' 20ACSA 16 UDCD F_ IR700' GRADING PLAN ­........ ...................i.... ...... ... J IAIATPPI INIP NO PARKING SIGN (TYP.) 24'RWSA PERMANENT ACCESS EASEMENT REFERENCE LINE - SEE SHEET C4.2 =,I lim"imin., Ong m NOTES: 1 PROPOSED CHECK VALVE SHALL INCLUDE A BYPASS. CONTRACTOR TO SUBMIT DRAWINGS TO A.C.S.A. FOR REVIEW. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ABANDONMENT OF THE EXISTING 4" WATER METER SERVING THE PROPERTY ALONG PIREUS ROW. SEE ACSA NOTES ON SHEET C0.0 FOR ADDITIONAL INFORMATION. DUMPSTER PAD AND ENCLOSURE 20'ACSA SAN ITARY SEWER EASEMENT RETAINING XAIA I I SCALE I"=20' 0 20' 40' OFFICE/APARTMENTS (EX. BLDG) co co cn z z w ry 4" PVC .......,..f .. (3) REMOVABLE Rni I ARn,c; SIT 11 LEGEND: LANDSCAPE FEATURE LANDSCAPE PLAN) (SEE C) 0 u PROPOSE HARDSCAPE LANDSCAPE PLAN) (SEE a. CONCRETE SIDEWALK ry U5 HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT f77-777�� ASPHALT TO BE MILLED & OVERLAID SCALE I"=20' 0 20' 40' OFFICE/APARTMENTS (EX. BLDG) co co cn z z w ry 4" PVC .......,..f .. (3) REMOVABLE Rni I ARn,c; SIT 11 DATE ZD 1214117 0 >_ I DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT C) 0 u CHECKED BY C. KOTARSKI SCALE ry U5 1" = 20' 0 E E Lu Lu U>, LL, UL. OU 7E-- r L i u I to 'Q. J %-J GO 0 re " > C:) M — F.4 OU C:) r -i CL Z] x u oLn V) W' < ui < c5� "o u� Ln — m C) 86 uj UDCD F_ ui LCLLI �J_ ua-, 0 LQLj LQj lull LQj 0 w U -j Lu LL, uj w co co co co " ui L Lu c� CN < N u ;0- 0 DATE ZD 1214117 0 >_ I DRAWN BY 16 cz (D Q) 0 0 2- O :3 < cz > Lu > z < I I I LJ.J C) u CL 8 (1) L.1 uj 0 Is I _j LLJ = Lu -0 CL J) w0 co 2 o –1 0- U) < 2 z U0 a) 0 :2� 0 cu -6 N CL 8 0 CnZ 0 aNi CL LLj 2 CL a) _2 x Q) 0 O E�g D ca 0 0 JOB NO. 0 c 0 16 37032 iou 2 C 0 SHEET NO. 8_2 0 w C4.1 CD a) A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 20' 16 cz (D Q) 0 0 2- O :3 < cz > Lu > z < I I I LJ.J C) u CL 8 (1) L.1 uj 0 Is I _j LLJ = Lu -0 CL J) w0 co 2 o –1 0- U) < 2 z U0 a) 0 :2� 0 cu -6 N CL 8 0 CnZ 0 aNi CL LLj 2 CL a) _2 x Q) 0 O E�g D ca 0 0 JOB NO. 0 c 0 16 37032 iou 2 C 0 SHEET NO. 8_2 0 w C4.1 CD a) WIN .... .. •� .. _.., .. �CTh1AIlAll3 ,� a is � � . :13 0 E � N REFERENCE C QO 0m 0 4 WIN .... .. •� .. _.., .. �CTh1AIlAll3 ,� a is � � . :13 0 E � N C QO 0m 0 O� r14 ui Z oL 20- > E Lu o su °d W ~ > > Y tq � 7 N c'u U O O O U U. N V 0 p N U r�IL on Lu U O O N _ U O � d�tjami 2 U O O � � C CI-—ui O j Luz U m oO ra JOB NO. 0 o �0 c U �Luo�m " M 37032 < UUi U O O U q SHEET NO. n o Lu C4.2 � F `d u i U-) >O©OHO a m � U U U C) w O O U O U U W Q U U) 4W ZDO ® p Q 0 W W W W W = (f) V) Z:) O LLA WW LLA W w co co co co c > w Lu "'000Q Q N N N N 20' ACSA WATERLINE EASEMENT 1 [=a 0. lil �— HARDSCAPE (SEE LANDSCAPE PLANS) (2) 6" RISERS \\d / d\. GABION BASKET RETAINING WALL PLAY AREA TO CONTAIN THE FOLLOWING: ONE (1) SWING (FOUR (4) SEATS) ONE (1) SLIDE TWO (2) CLIMBERS ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES � N C QO O� Z oL 20- Lu o > Y tq � 7 N U O O O U N V 0 N U O O N _ O � U O O � � C Luz U JOB NO. 0 o �0 c U 37032 U O O U v✓/j�' SHEET NO. n o �i � 0 C4.2 � E cm < E0 > 6 E LLJ ~v> Lu > LL, LL. 32; LL. 0 -U _r,, Lu o f uj ui Lh ®N r,7, 0 LU Q - sUJU-)Q U ui U) r -j aj 110 Lz > Ln U) LLJ 0 0) � r14 000 C) 0 ul L>j m 00 -j C) LLI O c) Q) Q) U) QW 0 LLJ UV) Q, LL)j WQ U� V) U) > > 9 Z:) 0 uj U -j uj uj Lij ce F - ()o co Go co LU > LU Q) rq Q) '6D U < DATE I 0 20' 40' C4 C) 1] u m CL 1 N T AV� 1 114 ��ie E DESIGNED BY C. SHIFFLETT CHECKED BY cm 0 U SCALE 1" = 20' 0 > LU 6� V) LE Q) 3: LL. LL. 0 Lu o LU s m _j 00 a- Lfi 0 LU ty C:) C) 0-> C7 W (1) m o Z3 x En < LL. Z3 r rN AD > 0 W W 731 dLi < U) I_- Ln 0 m — 4-> U) Q) M LU ry 0-141- �N- C) C) LU C) �) O Z) c) � � � cr U) LL Lall cl� ct Z3 0 a 12 UQ)-, W W (1) V) Ln � :D 0 LiLl Lw Lu LU Lu � � � � � OD 00 00 00 " LU > LU " g c) c3 c3 < C) u 0 DATE :D 1214117 0 >- I DRAWN BY A. ALLISON fl 2: cz > Q) 0 U) OO0C6 E -- LU 0 2- zO CL < .j CL <O LU > (D 3 > z L.0 0:D < E- U (1000O 0 (D I_- U.j 01-1 3: < s -0 CL LL mCL 0 co U)—iLY U) 2 V) < , 0 2i co 0 E— O M0 0 0 tz ()f 2 (D,c: U) Z 0 X U.j Q1 C N M X t -- a) 'o 0 Fm 0 i CU'Fi 5 - JOB NO. 0 oc: 2 37032 co I_- 0 U 1 -a SHEET NO. I -2 w C5. 0 DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 20' fl 2: cz > Q) 0 U) OO0C6 E -- LU 0 2- zO CL < .j CL <O LU > (D 3 > z L.0 0:D < E- U (1000O 0 (D I_- U.j 01-1 3: < s -0 CL LL mCL 0 co U)—iLY U) 2 V) < , 0 2i co 0 E— O M0 0 0 tz ()f 2 (D,c: U) Z 0 X U.j Q1 C N M X t -- a) 'o 0 Fm 0 i CU'Fi 5 - JOB NO. 0 oc: 2 37032 co I_- 0 U 1 -a SHEET NO. I -2 w C5. 0 / E ( /� \ E » u 6/ \ �LLA /\ � \LL. woe_ y /_j/2 2 % « Ed -3 O � U) �/ / « _/lu \b\x / / \ ± / ■ J c ® & > % .f a Lf, \ \ \ 0 / c O / c 2 c ± % \\ \\ LLJ \ me ® ® % a « « « ƒ / / / / LL, . R Q Q Q Q Q Q Q C Q v Q w Q v $« »waw 5 & 5 & a & ZD 0 Q Q Q Q Q 0 a % 7 z % � o m m % 3 / / / ® / / / / \ \ » /��k/ O m C) C) cn U " < 0 > E V) E uLL1 LU > LJ. LL 0 Lu 0 rl� uj < U 00 a - LU Ln Q�>C:) 0) C_ C:) F.4 U LU m IT \0U)< LL - r) U) >Q) \ \ / \<ƒ Ln ,-- Ln 0 CF) fN L> U) u Q) 4u u j:� m 00 —j C) uj LLJ F- U-) u Q) 04 % ui LLJ LLJ C) U-1 LLJ Q- Q. k- Q- Q - 0 UQ C) U Q LLJ C) C) Lu j -j w Z:)U-1 Q Q LU Q0 cr Co co co Go 00 >LLI \ \ \ u j E174 /I PROPOSED PORTION OF NEW HEAVY DUTY PAVEMENT. MATCH EXISTING ROAD CROSS SLOPE 3 364.18 58.98 /�• '► 8 cm E DESIGNED BY Q C. SHIFFLETT CHECKED BY z L0 C. KOTARSKI SCALE 1" = 20' SCALE 1"=20' 0 20' 40' W W 'Wnn v� , Z LL ® w is U ..�..� z ® c4 CNw EXIST. d 372.78 TW 370.78 z p- of � W BW 365:.20 F � � k� w _ � � , b x u Q < W 0Q c�Imo- EXIST. ` a 367.65 3.80 ,a W 3 364.18 58.98 /�• '► 8 cm E DESIGNED BY C. SHIFFLETT CHECKED BY ® o U C. KOTARSKI SCALE 1" = 20' ry � >E Lu �l th � LL ® w is U Lu -A z ui Q orn ® c4 CNw d z p- of � O b x u Q < W 0Q c�Imo- Q > W W W _ ° Lfi > OOO�o oo��U 00 -j � tiwQ) C) Lu OO O W U OO v) WWOWW 0 O L W � W O® W W 2 W L9 ti ti W W W W uW 0 F pco Go Go 00 0 Lij L> W N N �1 F \ \ \ U Q M O O to DATE } =D 12/4/17 O DRAWN BY A. ALLISON 0 Z � 3 U N 0 N 2! +N 0 U O Q 3 T C V � O N 7 cU U) S O q` C LLJ E N C (4 Q 0 <= u O LLuO J flC Q 0 Lu O � a � 2 J Q () ..+f' 2 z ''`6 Z (o0 O C T H m O E 7 O N t6 � C d o O T C7 � z 0 Q x o o v o Q� Q C3) o C 7 7 N X O O O U O N O O V� U � O N E C U cu O a U JOB NO. In o N ._ N U 3 7032 "'M' N 'n O O U' SHEET NO. Q o tt✓'�Y�t C5.3 " Q) DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 20' 0 Z � 3 U N 0 N 2! +N 0 U O Q 3 T C V � O N 7 cU U) S O q` C LLJ E N C (4 Q 0 <= u O LLuO J flC Q 0 Lu O � a � 2 J Q () ..+f' 2 z ''`6 Z (o0 O C T H m O E 7 O N t6 � C d o O T C7 � z 0 Q x o o v o Q� Q C3) o C 7 7 N X O O O U O N O O V� U � O N E C U cu O a U JOB NO. In o N ._ N U 3 7032 "'M' N 'n O O U' SHEET NO. Q o tt✓'�Y�t C5.3 " Q) E Om cnu N rd c > E h uj > 43) LL IL C) o U � LLJ Q _j U 0 Z wy—sn O j a ® ry OO (, p``U r .ai m/�ry/y H U) Q V l LL.W a : C) Q (/4 > c Ln U., U� (n > OOO W U a m U U U O C) LU c) u c) . Q CL Q- Q- 4 O W 0 W 0 W 0 W 0 W _ (f) (n (n (n (n Z:) ® W W W W W cl� QC QL ck� �C F-- 00 co Oo co Co LU w W O N N N N Q 10/i / m E o O DATE 7. 1214117 rn U toi � r DRAWN BY l ',... ...,`ewe -.. �•. ✓ - C. SHIFFLETT A - .. a m - E �. SCALE E 1" = 20' s LU u✓^ W u U) Ls o O LL wo Br, U amu+ �m < U co 2! — ui O a o O V LU H 3:O �x U ) q �g J 2' t3G cI uj U) c >� ti ww��w fe Q o c) c) a�fn UU—i�U ® w Z U U U W Q U O C wwwu.,w 4 0 0 0 = cnU)(f)cncn Q W W W Lu W I- 0�co�co� . . w w LU ^+ d N N . N N v ® M O 315.72 v] DATE 7. 1214117 O r DRAWN BY l ',... ...,`ewe -.. �•. ✓ - C. SHIFFLETT A - .. a m - / �. SCALE 1" = 20' s l u✓^ ; v] DATE 1214117 O r DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 20' o c g .N U U U O f6 U LLJ N O 2- Z5 7 Q- ,2 U 0- 0 LU y C / (• p� j t4 > (ry td Q !0� s ti✓ O U p C 6 Q U ui 3 O O (9 N U) z Up 4 O C — T F N O E � C � U � N a- O O� � U U Z n L.� O0 N � a � x o Q 0 a:F 2'§ m c > x � N U O O U 6 2 ..V) C Y O (D O C U N O 'O U JOB NO. ID N o to N U 37032 N O C / SHEET NO. Q ;1� C5.5 WATER OUALITY ANALYSIS SITE DATA PRE DEVELOPED AREA (TO RIVANNA RIVER) IMPERVIOUS = 2.19 ACRES MANAGED TURF = 4.35 ACRES PRE DEVELOPMENT LOAD (TP) (LBIYR) = 1.03 POST DEVELOPED AREA (TO RIVANNA RIVER) IMPERVIOUS = 3.87 ACRES MANAGED TURF = 2.67 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 9.59 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 4.14 LB/YR ON SITE TREATMENT PROPOSED STORMWATER CREDITS PURCHASED = 4.14 LB/YR WATER QUANTITY ANALYSIS ANALYSIS POINT - MOORES CREEK TOTAL DRAINAGE AREA FOR MOORES CREEK = 22,465 ACRES (DATA OBTAINED FROM VIRGINIA DEQ VEGIS HOME WEB MAP) TOTAL SITE AREA = 6.54 ACRES 1% OF TOTAL DRAINAGE AREA = 22,465 AC * 1/100 = 224.65 ACRES PER 9VAC25-870-66.8.4 TOTAL SITE AREA (6.54 AC) < 1 % OF TOTAL DRAINAGE AREA (224.65 AC) X fimof. z`i¢ v' AW.vwz`' _':. ,b,?sa'l�i`;7Sw U< :m 0116 5 cm E oC) E ti u.i E W LLLL ®3 L U m ,-a U � �Lu�m =t_jcac z u -j — li O j o a U (Dui lu lqn O 3:O �x U J < w LL - Z:3 Q "J. O "`a LnLn W ti = u �" > SW SW Q) 000 UUJ�cU O 00 —jIv F,wU� UD O W U O O Q U � 0 Q wwwww o � 0 0 Z 0 W w w w w w M t— ® cococococo Lu w m O O O O N u < "{ z O S „ v s f QQ , : ... ., ... ... .h .. ..... ... .. , f ........... T / 2 : —dip a - h w h i y j i .. .. f .. .. ,.. ....... 1 n s : .... .nom...,.. ...f ., ...:.,. ..."a. :..'. Z/ DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 80' O Q > N U C N Q f6 .0 N 0 Q 3 S2 C N CLo A*oMrt& ID < Li 0 > 2 cu Lu u) g U: Z o L < LU �O -0ry 2o Ln d 2z wo 2 :�E o� �o 0-o 0 o= ZN o� :EQ �x 0 o� Q o .§ Q01 (Dc >Y � N U r_ � 2 N t iz 2 a O n U O O N E a � O U � -O -6 U JOB NO. UOJ o N ._ � U 37032 N r -O U SHEET NO. Q o C6.0 4144 cmE f O O U N � N � } E LU .E < U.0 LL Lu 0 cl� fYi < us z LU — "' 0 cc,:. N O rq (D679 Z Q 3: b x U Q dY aj w D (Q to Ft J ry Q >Ln O WW Imo -W �N > 000�o 00� ��wo� CDF- jZ�-o�j ooW�o c�� a O 0 W 0 UQ, 0 W0 W W0 Z ® W W W W W sY oC t -- p Coco coof00 LU w W �+ o N N N o N N \ \ \ < u M < DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI i N c6 U) T E 2 N 4 Q" �2 C) �i 0 a m O ml a� �t Z Q d SCALE 1" = 40' o c 4 .N U C N O O N LUO 2 z O Q LLJCL uj a C C6 O O N N g O C cB L N 7 �L C � UJ w o m oo J, � �U 0 z (DO o � c T � E O w � c c o U) Z N O aNi :zi Q LU� x (D 3 m 0 o '§ > N m o N x c Q> O N C i N N O O N U 7 O N s cu Ucu O 8 6 -6 2 a � Q U JOB NO. N o N .— � U 37032cu N 0 O O SHEET NO. Q o C p 6. I o a Q o o� fn E i 8 O M U N � N � LU w U + ?i d IJ O Q _j U 00 CL LU 04 O) LI] a>or a O w � p ��� � LLJ US < Ln ® �p�� ui r4 0000En w �o oo� 0 Uj Z):,3o� oo Uo U U w g U ui Q- Lu QQL. z 0 p WL) p p© W p z U) U) (f) W (f) W (f) ® W W W W W (Y QC QY sY cl� z t— ® 00 Oa M M co LU , ® o Q o U Q M d z ra .10 DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI l SCALE V=40' 0 40' 80' / j /,P x i , ito SCALE 1" = 40` O C 7 7 N V C N O O L O LLJ N O Q C 0 O N N Q1 O C Zs > 0 co c co Z m c u�" �j 8 EV �1 2 LU Q �, ) MO m ��+ o J3.:... n. O < LLQ �' z (Do L- s o LL� -E ~ - O -O C � N C 0-O C � N Z N LL! o fro :� LU �x o� r� Q� N U � N O O U N � 0 O w U � O N E 7 U t4 O a 6 .tM U JOB NO. N o N — U 37032 N C G O U SHEET NO. Q o C6.2 tn s F M O c) L wj::- N 15 is c\1 0 N v s N N ui ig r h I- M r M M ~ o Lfl N 4 LOQ QbLOQ Nc� c0 4= OD N00 ��r� o (c) `- M Q 134: D1-313 Throat 00 C) co m+ NN°+ML6 06 co c) c)+� c\1 h STA 10+00.00 Qo(Z � pTu')z z plc z QNB Z r z z TOP 364.42 �iQm> oQa- _ > >O O <<m> > 'D 0 -- > INV OUT 353.77(133) ���Z Z ��oz z �'��z z c\1 z z 365 z INV OUT 306.70 (101) [if co E- z 365 320 320 320 PROP. PROP. 345 345 € ` PROP. E� PROP. EXIST. GRADE GRADE -� GRADE EXIST. OU GRADE LL. �0 s� 315 315 315 315 8" DIP € 360 ................>................................................ ........................ 360 ............................................................................................................................................................................................................<................................................. CLASS 52 8" DIP wH -sn U oforn I EXIST. $" ;....rye. 6" DIP (CLASS 52) j O SAN ITARY € `�-�} EXIST. SEWER I GRADE (D ui H z U 310 1.5' MIN 310 310 MIN p 310 355 MIN I 355 i j LU64 E >C° O WW�I�W I 9 i C U) N ti 0 0 N 0 _ O 0 n Lu J_ LL O fy CL 340 9+50 10+00 0 50 PROFILE SCALE ..................................................................................................................................:....................................................................... ............. ' 6" DIP 129 (CLASS 52) 70.65' OF 12" HDPE @ 4.76% ............ ............................. ........)............................................................ ............... .. A 340 .......... I 127 46.16' OF 1 15" HDPE @ 4.19% 11+00 12+00 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 N 0 l_ I- 340 9+50 10+00 0 50 PROFILE SCALE ..................................................................................................................................:....................................................................... ............. ' 6" DIP 129 (CLASS 52) 70.65' OF 12" HDPE @ 4.76% ............ ............................. ........)............................................................ ............... .. A 340 .......... I 127 46.16' OF 1 15" HDPE @ 4.19% 11+00 12+00 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 N 0 r I- LO �® (O QLo(o00 0 N t N U 0 01 CO M 0 N Q + 0 - _ M co + M M C CO o STA 19+23.33 p Z z N 0 > � I__ CD » > �cnl-Z U)i- Z Z Z 350 I_ O > INV IN 309.05 (RDI) p 350 EXIST. z INV OUT 306.70 (101) [if co E- z GRADE 320 320 320 PROP. PROP. 345 345 2 PROP. EXIST. GRADE -� GRADE 335 €' / llfl 335 121-- 70.57' OF 1 15" HDPE @ 0.50% 330 330 325 325 320 RD1 27.15' OF 10" HDPE @ 3.50% 305 305 ........................................................ .. ? BACKFLOW PREVENTION VALVE (WaStop VALVE OR EQUIVALENT) 300 300 5.....................................`...........................................................................305 RD3 € BACKFLOW 25.64' OF PREVENTION VALVE 10" HDPE € (WaStop VALVE OR @ 1.95% E EQUIVALENT) z Z z � `n Q m m m m F_ U) (Un LU u (D cf) J w Q o o r a Q 150:15" NYLOPLAST BASIN 0- Q ® 152,15" NYLOPLAST BASIN O 0 0 r `r O m cn CIRCULAR GRATE �U, Qo � SOLID TOP Qo 00 0 194: 15" NYLOPLAST BASIN °� )° c-\1 STA 12+31.30 Z 0-0000 STA 10+06.88 z Q o + co Q CIRCULAR GRATE CC) COZ U.) M TOP 325.91 < o 6 €- TOP 339.00 04 c) 2E��Zzo STA 10+00.00 rU®CN)Z� INV IN 321.35 (191) NU=MZO INV IN 331.11 (153) m rr Q m > Q m } > TOP 325.80 N Q o > INV IN 321.35 (151) Q m > INV IN 333.31 (153A) � c� U) I- z � U) F__ Z - INV OUT 321.79 (193) a) U (U) INV OUT 321.25 (149) `S) - ~ O z zzz Z z � U � €-- ? INV OUT 331.01 (151A) 320 320 335 335 345 345 EXIST. GRADE P. t PROP. GRADE EXIST. i GRADE 315 315 330 € 330 340.................................................................................<.....................................340 ..5 ........................._................................................,.................:............................................,................................................ EXIST. RAIN GARDEN E PROP. GRADE (SEE LANDSCAPE € GRADE PLANS) € € GRADE E 31 310 325 325 335 335 � 155 E 44.13' OF 12" HDPE 305 E @ 1.10% 305 300 320 t ................. ............................:............................................................. 1' MIN 193 E 191 23.89' OF € 44.38' OF 3" PVC 12" HDPE `12" HDPE WATERLINE 1 (d)0.50% 1 na 0.50% 320 330 ......... .................... ....... ................................... ...........................................330. 153A 6.88' OF 12" HDPE @ 10.00% 315 325 325 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 RD 2 - STR 102 RD 4 - STR 100 STR 150 - STR 104 STR194-STR150 STR154A-STR152 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 335 146B: 12" NYLOPLAST BASIN CIRCULAR GRATE z STA 12+32.97 150:15" NYLOPLAST BASIN m TOP 326.02 CIRCULAR GRATE r INV IN 320.43 (147A) STA 11+09.47 U) Lu INV OUT 320.33 (145B) 13+00 TOP 325.91 a < 146:12" NYLOPLAST BASIN INV IN 321.35 (191) O O LO O o CIRCULAR GRATE INV IN 321.35 (151) z v c) - cc) STA 12+56.43 INV OUT 321.25 (149) J T N c) F- TOP 325.90 U r m z O INV IN 320.21 (1458) Qa- 06 � €- O z z INV OUT 320.11 (145) 152:15" NYLOPLAST BASIN U - - SOLID TOP z z_ z STA 10+38.57 U) U) 65 z TOP 339.00 m _ m Q INV IN 331.11 (153)m m U) r, co c) I- co _ INV IN 333.31 (153A) Q Q Lo Q w ,� <Cw LO r U) mco INV OUT 331.01 (151A) a_ 0-Q m � "t � ~ r w O T O _ Q r d Q _ _ 04 - >- d d O aci o O C� rn 0 C� 6) N N "- oo - Lfl CD co 154:24"NYLOPLASTBASIN Z�m�� c) Z��Oo ii Z��Q(b Nrn� Zry� dO m LO co M m�QN U) � 00 c) CIRCULAR GRATE �€-oco r<�cc\j � rQMN� N¢�NM NDN`' N+Oc,)c) p�COZ CMZ Z�M7,_ t-p��Z prMZ_ p�c'`)Zz _ STA 10+00.00 O U r ,. rn C) J40> Z 00 (ifU[__0CL > > mUQ0z O UQ0> O coI_0> O co��> > > _ �t > > ch rn r cv o TOP 337.24 L, U) Z Z � -~OZ Z ��€-O»'t coO Z Z z z z 0 0 C7 tS� Qr O r r U)U)H_ - r r UU)�- - r U(�f r � � INV OUT 333.04 (153) cQ co F n �- co r cc' 350 350 QOON LOM tdf) N LO f`- "-p Q CO�Lo 0 N co Lo r Q CO r m fes- c') € m01eM m�r-0) c r Ch m ocOM 'N� �� N r h- E I E MOOQ� N�NM co co F- N +�tF- FNM c) Ch ro € C]�co pr LIZ_ Z_ Z QONZ p CMZ z Z O E E i- O i- O I- O Z Z Z Z rU) -z rU) -Z Z Z Z �(ni-z 4 345 345 345 345 345 345 CON C. WALL € F € T 339.00 E E € r B 334.60 340 € 340 340 340 340 € _ _ _-- -__-- EXIST. "�� 340 s GRADE EXIST. € C NC. WALL € EXIST. s GRADE E € T 332.10 E GRADE E " B 328.50 i ' € 335 335 335 `� _ � 335 335 � 335 PROP. E GRADE 153: E 38.57' OF 1 I 330 _......... W_ _.-__...._..._..___ 330 330 € 330 330 12" HDPE 330 5.00 /° PROI € PROP. F € GRADE E € I GRADE CONC. WALL s `- € TW 338.10 r I G BW 332.10 f 325 _..._ 325 325 _-_ _ ..__ 325 325 325 € 151A € E 3.5 E E 24.93' OF G I € COVER E t 12" HDPE E MIN D E @ 13.00% € R 320 320 320 320 320 € € 149 147 320 �+�-�' ----�=1-47 I CONC. WALL E 44.35' OF € 145 E € € 12" HDPE 41.16 OF 47.14' OF 113 I TW 328.70 E E 12" HDPE 12" HDPE 12 HDPE 86.90' OF 71' BW 326.70 3" PVC E @ 0.50% @ 0.50% ° " 1.'MIN-0.50 /o12" HDPE EWATERLINE @ 0.50% € !8" DIPcr 0.50% € L S 5€ (C AS 2)315 315 315 315 315 315 .._.._ _ _,.. _.........................................._..._...... ....-..-........_ _ -_:... - � 111 EI 151 145B 14313 143 117 € 54.42 OF € I € 45.98 OF I 23.45OF 49.63' OF .51.5 l' OF I 54.85 OF 12" HDPE € 12" HDPE 12" HDPE 12" HDPE E 15" HDPE 18" HDPE @ 0.58% € 6.00% € 0.50% @ 0.50% I @ 0.89% @ ° @ @ € 0.58 /° f f E E 3'10 310 310 310 310 € 310 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 STR 122 - STR 120 STR 114 - STR 110 STR 112 - STR 110 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 11+00 12+00 13+00 14+00 STR 154 - STR 116 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 15+00 15+50 cn E p o 0 N 0 C CD 0 0 0 102: MH -1 o 0 100: MH -1 �0a ® v0 STA 18+60.$6 _T CD °o0 STA 19+23.33 UoM<) _ + co TOP 315.99 + Q01__ TOP 314.77 Lfl a M 00 INV IN 306.84 (103) o co rL INV IN 306.20 (101) E I_ O > INV IN 309.05 (RDI) p Q �. O > INV IN 308.50 (RD3) z INV OUT 306.70 (101) [if co E- z INV OUT 306.10 (99) 320 320 320 PROP. PROP. 320 uj 2 GRADE GRADE EXIST. GRADE EXIST. OU GRADE LL. �0 s� 315 315 315 315 .................................................... ................>................................................ ........................ ....................................... 8" DIP wH -sn U oforn 6" DIP (CLASS 52) j O - (CLASS 52) 1.5' (D ui H z U 310 1.5' MIN 310 310 MIN p 310 RD1 27.15' OF 10" HDPE @ 3.50% 305 305 ........................................................ .. ? BACKFLOW PREVENTION VALVE (WaStop VALVE OR EQUIVALENT) 300 300 5.....................................`...........................................................................305 RD3 € BACKFLOW 25.64' OF PREVENTION VALVE 10" HDPE € (WaStop VALVE OR @ 1.95% E EQUIVALENT) z Z z � `n Q m m m m F_ U) (Un LU u (D cf) J w Q o o r a Q 150:15" NYLOPLAST BASIN 0- Q ® 152,15" NYLOPLAST BASIN O 0 0 r `r O m cn CIRCULAR GRATE �U, Qo � SOLID TOP Qo 00 0 194: 15" NYLOPLAST BASIN °� )° c-\1 STA 12+31.30 Z 0-0000 STA 10+06.88 z Q o + co Q CIRCULAR GRATE CC) COZ U.) M TOP 325.91 < o 6 €- TOP 339.00 04 c) 2E��Zzo STA 10+00.00 rU®CN)Z� INV IN 321.35 (191) NU=MZO INV IN 331.11 (153) m rr Q m > Q m } > TOP 325.80 N Q o > INV IN 321.35 (151) Q m > INV IN 333.31 (153A) � c� U) I- z � U) F__ Z - INV OUT 321.79 (193) a) U (U) INV OUT 321.25 (149) `S) - ~ O z zzz Z z � U � €-- ? INV OUT 331.01 (151A) 320 320 335 335 345 345 EXIST. GRADE P. t PROP. GRADE EXIST. i GRADE 315 315 330 € 330 340.................................................................................<.....................................340 ..5 ........................._................................................,.................:............................................,................................................ EXIST. RAIN GARDEN E PROP. GRADE (SEE LANDSCAPE € GRADE PLANS) € € GRADE E 31 310 325 325 335 335 � 155 E 44.13' OF 12" HDPE 305 E @ 1.10% 305 300 320 t ................. ............................:............................................................. 1' MIN 193 E 191 23.89' OF € 44.38' OF 3" PVC 12" HDPE `12" HDPE WATERLINE 1 (d)0.50% 1 na 0.50% 320 330 ......... .................... ....... ................................... ...........................................330. 153A 6.88' OF 12" HDPE @ 10.00% 315 325 325 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 RD 2 - STR 102 RD 4 - STR 100 STR 150 - STR 104 STR194-STR150 STR154A-STR152 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 335 146B: 12" NYLOPLAST BASIN CIRCULAR GRATE z STA 12+32.97 150:15" NYLOPLAST BASIN m TOP 326.02 CIRCULAR GRATE r INV IN 320.43 (147A) STA 11+09.47 U) Lu INV OUT 320.33 (145B) 13+00 TOP 325.91 a < 146:12" NYLOPLAST BASIN INV IN 321.35 (191) O O LO O o CIRCULAR GRATE INV IN 321.35 (151) z v c) - cc) STA 12+56.43 INV OUT 321.25 (149) J T N c) F- TOP 325.90 U r m z O INV IN 320.21 (1458) Qa- 06 � €- O z z INV OUT 320.11 (145) 152:15" NYLOPLAST BASIN U - - SOLID TOP z z_ z STA 10+38.57 U) U) 65 z TOP 339.00 m _ m Q INV IN 331.11 (153)m m U) r, co c) I- co _ INV IN 333.31 (153A) Q Q Lo Q w ,� <Cw LO r U) mco INV OUT 331.01 (151A) a_ 0-Q m � "t � ~ r w O T O _ Q r d Q _ _ 04 - >- d d O aci o O C� rn 0 C� 6) N N "- oo - Lfl CD co 154:24"NYLOPLASTBASIN Z�m�� c) Z��Oo ii Z��Q(b Nrn� Zry� dO m LO co M m�QN U) � 00 c) CIRCULAR GRATE �€-oco r<�cc\j � rQMN� N¢�NM NDN`' N+Oc,)c) p�COZ CMZ Z�M7,_ t-p��Z prMZ_ p�c'`)Zz _ STA 10+00.00 O U r ,. rn C) J40> Z 00 (ifU[__0CL > > mUQ0z O UQ0> O coI_0> O co��> > > _ �t > > ch rn r cv o TOP 337.24 L, U) Z Z � -~OZ Z ��€-O»'t coO Z Z z z z 0 0 C7 tS� Qr O r r U)U)H_ - r r UU)�- - r U(�f r � � INV OUT 333.04 (153) cQ co F n �- co r cc' 350 350 QOON LOM tdf) N LO f`- "-p Q CO�Lo 0 N co Lo r Q CO r m fes- c') € m01eM m�r-0) c r Ch m ocOM 'N� �� N r h- E I E MOOQ� N�NM co co F- N +�tF- FNM c) Ch ro € C]�co pr LIZ_ Z_ Z QONZ p CMZ z Z O E E i- O i- O I- O Z Z Z Z rU) -z rU) -Z Z Z Z �(ni-z 4 345 345 345 345 345 345 CON C. WALL € F € T 339.00 E E € r B 334.60 340 € 340 340 340 340 € _ _ _-- -__-- EXIST. "�� 340 s GRADE EXIST. € C NC. WALL € EXIST. s GRADE E € T 332.10 E GRADE E " B 328.50 i ' € 335 335 335 `� _ � 335 335 � 335 PROP. E GRADE 153: E 38.57' OF 1 I 330 _......... W_ _.-__...._..._..___ 330 330 € 330 330 12" HDPE 330 5.00 /° PROI € PROP. F € GRADE E € I GRADE CONC. WALL s `- € TW 338.10 r I G BW 332.10 f 325 _..._ 325 325 _-_ _ ..__ 325 325 325 € 151A € E 3.5 E E 24.93' OF G I € COVER E t 12" HDPE E MIN D E @ 13.00% € R 320 320 320 320 320 € € 149 147 320 �+�-�' ----�=1-47 I CONC. WALL E 44.35' OF € 145 E € € 12" HDPE 41.16 OF 47.14' OF 113 I TW 328.70 E E 12" HDPE 12" HDPE 12 HDPE 86.90' OF 71' BW 326.70 3" PVC E @ 0.50% @ 0.50% ° " 1.'MIN-0.50 /o12" HDPE EWATERLINE @ 0.50% € !8" DIPcr 0.50% € L S 5€ (C AS 2)315 315 315 315 315 315 .._.._ _ _,.. _.........................................._..._...... ....-..-........_ _ -_:... - � 111 EI 151 145B 14313 143 117 € 54.42 OF € I € 45.98 OF I 23.45OF 49.63' OF .51.5 l' OF I 54.85 OF 12" HDPE € 12" HDPE 12" HDPE 12" HDPE E 15" HDPE 18" HDPE @ 0.58% € 6.00% € 0.50% @ 0.50% I @ 0.89% @ ° @ @ € 0.58 /° f f E E 3'10 310 310 310 310 € 310 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 STR 122 - STR 120 STR 114 - STR 110 STR 112 - STR 110 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 11+00 12+00 13+00 14+00 STR 154 - STR 116 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 15+00 15+50 cn E 0 N (N >E E _ W uj 2 G) OU LL. �0 s� LLA <C�U0 z wH -sn U oforn j O (D ui H z U p Z q j LU64 >C° O WW�I�W z O z ® mz 4-n' L> �M � 000 UU�OU 0 � jjC) €I- OO u, O O L6 O UQ D O O _ (f) u� U) (n U) O 0 W W W W W F_ 0 "ocococ� > Lu O 0000 N N N N CN vi DATE 12/4/17 0 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN o c 4 N L) C N N _ o LL 0 N o 2- 0> QT 0 L g _ s LLJ Q N � r � Q ULJ Lu o ,.- O U "� ) N Lu0 co o v U) z 00 o:E _ €6 �o Q) �N _ !L U O � C0 z N O V) Q x o s i O N O Q� Y =N U q)o N U 2 �o N U � O N E -0 U u -0 � C N � qS Q U _ 10B NO. N o N .- cu U 37032 c O c U SHEET NO.0-0 Q o 1� C7.0 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STR 142 - STR 92 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 17+00 18+00 19+00 20+00 21+00 X 0 50 PROFILE SCALE rOE ! C) C) M U "v vi T- > E w w W LU 0-4 ¢ LL LL O L U QJo z �' LU — 6ri 0 j o rj OU t7LL - avm LnQ �doU)x LU > 0 ww�l�W qvi 0', > c) .wr14 vm 0000 O w U �� F-- jjO�j O Q 0 O o wwwww 0 LLA W w W w C4cLcl�C4z I— co000Osbco LU LU �NNNN \ \ \ 0 u < M O 0 vj DATE 12%4/17 0 DRAWN BY A. ALLISON 0 DESIGNED BY T- C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN 0 1 1 O C N N U.U uiC _ N N O LU d/ O U OQ O O � 9_ C B O N N 3 N Q Y J U) O N ) L N C (6 Q C 400%1J O Lj UJ ll C ` O � a 2 � LU Q O 2, N o 0 F 2 O S O T ~ O O 8 .a C N � N � O O� � N z O N �c1 Q � X LU N � N O � Aomwk O Q O 2'§ 0- m �C Y N U C X O O O U � i � y O O N U g O O U � U � O � � C 'O N .a MZ U JOB NO. (n o N - �ry O U 37032 y O � U SHEET NO. O Vt?FC7.1 (D cu U) a Q O C2 0 N 6 0 a a. u.i O n a 5 0 50 PROFILE SCALE 340 335 183 91.33' OF 179 12" HDPE 15.61' OF @ 1.25% 12" HDPE @ 7.00% 330 1778 5.56' OF 12" HDPE @ 7.00% 325 177A 14.20' OF 12" HDPE 320 177 23.59' OF 12" HDPE (�ia 7.00% SAN ITARY o SEWER 315 (12-10) 9+50 10+00 CONC WALL TW 339.30 BW 32.50 (2) 90° V�ERT T -7 -BENDS j 1" PVC WATER INE SA ITARY SEWER V MIN 169 27.59' OF 12" HDPE @ 0.50% 11+00 12+00 STR 184 - STR 164 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 167 co (n co 12" HDPE 12" HD @ 0.50% @ 0.50 J W Q r- Q � C��oa I-o co RD12: 4 " Cleanout z d 0 0 STA 10+00.00 Lo = co z z O TOP 328.000 a io o�°°� U t j� z z z 335 > z � 00 0-) co F z O + - N - STA 10+00.00 d N0-MzzO - Q+`flyco Lo z o 0 � Q a GRADE ��Mz Qa-- INV OUT 308.00 RD5 ( ) TOP 312.82 330 U 330 OF- z z z " INV IN 306.66 (95) PROP. 178: 18" NYLOPLAST BASIN U U) GRADE 325 CIRCULAR GRATE 325 INV IN 308.10 (RD9) STA 10+00.00 INV IN 307.58 (RD5) n - sn O ce CD - STA 11 +06.94 < p > z &)- TOP 313.80 z cn rr u) z TOP 338.80 INV OUT 308.72 (RD9) m 325 m 325 320 INV IN 334.50 (179) �0 �x U) u') q M GRADE INV OUT 334.410 (177B) Q Lu w Q w f (o 320 W 180:15" NYLOPLAST BASIN 320 n < O `o o a Q Q� cq " ti rn 184:24" NYLOPLAST BASIN SOLID TROP C > O ? ��;Qo "' r O- > tr.�( N o co � rnm CIRCULAR GRATE STA 10+91.33 TOP 345.00 GRADE z J�csiM (CLASS 52) z Q _ _3+AMM M - N00 r- co +MM T- STA 10+00.00 INV IN 335.69 (1183) _ U co z a- O Lo z U z z z Q O PROP. co z - O TOP 341.00 INV OUT 336.83 (183) INV OUT 335.59 179 ( ) PREVENTION VALVE p Q0 �5_ r Ucnf-z z S r Ucni- H O > > > z z z � I¢- 0 > > 355 q EQUIVALENT) 310 _ 355 340 335 183 91.33' OF 179 12" HDPE 15.61' OF @ 1.25% 12" HDPE @ 7.00% 330 1778 5.56' OF 12" HDPE @ 7.00% 325 177A 14.20' OF 12" HDPE 320 177 23.59' OF 12" HDPE (�ia 7.00% SAN ITARY o SEWER 315 (12-10) 9+50 10+00 CONC WALL TW 339.30 BW 32.50 (2) 90° V�ERT T -7 -BENDS j 1" PVC WATER INE SA ITARY SEWER V MIN 169 27.59' OF 12" HDPE @ 0.50% 11+00 12+00 STR 184 - STR 164 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 167 co 66.04' OF 56.16'( 12" HDPE 12" HD @ 0.50% @ 0.50 350 340 335 EXIST. GRADE 325 3 315 KIM 13+00 13+50 3 315 315 RD11 19.40' OF 4" HDPE @ 8.76% 310 310 9+50 10+00 11+00 RD 12 - STR 170 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 M `D co iB O rn 1.0 UJ n Lo Lo �Lo aQ ��rn CA Lo ?coo L Q � C��oa I-o co RD12: 4 " Cleanout z d + N c - STA 10+00.00 Lo = co z z O TOP 328.000 a Q n > > > INV OUT 323.10 (RD11) U t j� z z z 335 > 335 RD14: 4 "Cleanout z O + - N - STA 10+00.00 d N0-MzzO EXIST. TOP 328.00 0 � Q a GRADE > > > z z z 335 INV OUT 308.00 RD5 ( ) TOP 312.82 330 U 330 STA 10+08.33 " INV IN 306.66 (95) PROP. +'I �_ TOP 311.80 GRADE 325 325 3 315 315 RD11 19.40' OF 4" HDPE @ 8.76% 310 310 9+50 10+00 11+00 RD 12 - STR 170 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 M `D 330 325 V MIN EXIST. GRADE 330 PROP, GRADE 325 �-RD 13 27.16' OF 4" HDPE @ 10.00% 320 315 315. SAN ITARY SANITARY SEWER SEWER (8-7) (10-9) 310 310 9+50 10+00 11+00 RD 14 - STR 166 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 z iB O rn 1.0 172:24" NYLOPLAST BAIN 00 - O Lo Lo �Lo Q 188: MH -1 CA Lo ?coo L CIRCULAR GRATE co w STA 10+00.00 /m VJ r Noco m d T r TOP 374.46 a = � N o z z � Lm " r N00 INV IN 372.11 (EX. 12") > f O I\ N r RD14: 4 "Cleanout z O + - N - STA 10+00.00 d N0-MzzO N N co CQ TOP 328.00 0 � Q a INV OUT 324.00 (RD 13) > > > z z z 335 INV OUT 308.00 RD5 ( ) TOP 312.82 330 325 V MIN EXIST. GRADE 330 PROP, GRADE 325 �-RD 13 27.16' OF 4" HDPE @ 10.00% 320 315 315. SAN ITARY SANITARY SEWER SEWER (8-7) (10-9) 310 310 9+50 10+00 11+00 RD 14 - STR 166 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 300 300 9+50 10+00 11+00 RD 8 - STR172 9+50 10+00 11+00 12+00 13+00 13+50 STR164 - STR 98 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HORIZ. SCALE: 1"=50' VERT SCALE: 1 "=5 9+50 10+00 11+00 RD 10 -STR 96 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 00 iB O rn 1.0 172:24" NYLOPLAST BAIN 00 - O Lo Lo �Lo N 188: MH -1 CA Lo ?coo L CIRCULAR GRATE co w STA 10+00.00 mm�Lo r Noco m STA 10+08.33 M Lo TOP 374.46 o.-Mz M o z z TOP 311.80 0 D INV IN 372.11 (EX. 12") �U)�_z - Q a INV IN 308.10 (RD9)96: MH -1 INV OUT 362.98(187) o 0 172: 24" NYLOPLAST BASIN INV IN 308.44 (RD7) STA 19+87.73 380 ® o = CIRCULAR GRATE INV OUT 308.00 RD5 ( ) TOP 312.82 Q u. U C) STA 10+08.33 " INV IN 306.66 (95) U. - o +'I �_ TOP 311.80 RD10: 6 Cleanout Q_j U co Z z0 INV IN 308.10 (RD9) STA 10+00.00 INV IN 307.58 (RD5) n - sn O ce CD - p < p > INV IN 308.44 (RD7) TOP 313.80 INV OUT 306.66 (97) rr u) z INV OUT 308.00 (RD5) INV OUT 308.72 (RD9) 325 325 320 320 PROP. �0 �x U) u') q GRADE EXIST. 320 W _....._.___ 320 315 __. GRADE 315 C > O EXIST. 6" DIP 000 U U GRADE 0 U (CLASS 52) 315 315 310 310 BACKFLOW 1.5' MIN PROP. PREVENTION VALVE p GRADE O W U (WaStop VALVE OR U q EQUIVALENT) 310 _ 310 305 305 RD7 4 12- W4 RD9 ' 28" 8.33 OF 0 HDPE U W U W LIU) W 10" HDPE I @ 10.00°/a (l) @ 7.50% 305 305 300 300 ------ � RD5 clk� Q� ce Q� 21.14' OF i 12" HDPE Q co co c @ 2.00% > Lu w 300 300 9+50 10+00 11+00 RD 8 - STR172 9+50 10+00 11+00 12+00 13+00 13+50 STR164 - STR 98 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HORIZ. SCALE: 1"=50' VERT SCALE: 1 "=5 9+50 10+00 11+00 RD 10 -STR 96 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 375 370 365 360 187 24.64' OF 12" HDPE @ 20.02% 355 345 185 67.39' OF 12" HDPE @ 5.76% 34?. SAN ITARY SEWER (14-13) F 3 PROP. GRADE 1.5' MIEN 139 69.99' OF 12" HDPE @ 2.66% 137 65.27' OF 1.5' MIN 12" HDPE @ 3.38% 6" DIP (CLASS 52) 340 00 iB O rn 1.0 2 00 - O Lo Lo �Lo N 188: MH -1 CA Lo ?coo L �ocp® co w STA 10+00.00 mm�Lo r Noco m mrno"' M Lo TOP 374.46 o.-Mz z o z z ��O 0 D INV IN 372.11 (EX. 12") �U)�_z (o Q a oo. Q n INV OUT 362.98(187) 'U)oz z ��j0z z 380 375 370 365 360 187 24.64' OF 12" HDPE @ 20.02% 355 345 185 67.39' OF 12" HDPE @ 5.76% 34?. SAN ITARY SEWER (14-13) F 3 PROP. GRADE 1.5' MIEN 139 69.99' OF 12" HDPE @ 2.66% 137 65.27' OF 1.5' MIN 12" HDPE @ 3.38% 6" DIP (CLASS 52) 340 375 370 365 360 355 11 350 9� 9+50 10+00 11+00 12+00 12+50 STR 188 - STR 136 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 E M v 2 d M Lo Lo �Lo m Qom ® r.. co U) co d. cqCOCD M mm�Lo Lo cl) M r� M~ o.-Mz o M co z -Mz 0 --0> > ��O 0 » > h Uz z �U)�_z z z 380 375 370 365 360 355 11 350 9� 9+50 10+00 11+00 12+00 12+50 STR 188 - STR 136 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 E 0 N ry 'n > E v E a: ui Lu Q u. U. - o O Q_j U co Z t n - sn O ce CD - j �0 �x U) u') q w p U) > ® W W W Ln C > O W &I Lu a 000 U U 0 U m o �tw- jj(D OU O W U q UO � � a 4 12- W4 a 0 U W U W U W LIU) W W (l) u� ZD 0 wwwwW clk� Q� ce Q� Q� Q co co c > Lu w ~ ® ® N Q) N C:) N Q N Q r m ti M \ \ p \ O crs DATE 0-1 12/4/17 0 r DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI 9 SCALE AS SHOWN p _ w N _ U p C ] w Lu 0 wmw _ O w N E _ a _ 0 w _ w g j uo 9 1 C Lu f6 L _ Lu Z)CL U o Lj LL' 0 < w Lu O Ca0 CD d �U) z w 0 o � �o C w � N a O � z N O2 0 2i Q LLJ � x o w CL:;, - 2 >_ N y � N U C x o f6 O 0 V1 U s O w E 7 O U � O � w.2 0 -0 U _ JOB NO. 00 N .- � U 37032 w SHEET NO. Q o I 1✓! .L w 5" DIA. INTERIOR DROP DOGHOUSE MANHOLE STA 10+36.72 17 TOP 376.90 INV IN 369.11 (EX. 8") INV IN 364.68 (EX.2-17) INV OUT 364.48 (17-16) STA 10+00.00X TOP 376.41 INV OUT 364.86 (EX.2-17) 380 EXIST. GRADE- 375 RADE 375 MANHOLE STA 10+36.74 14 DOGHOUSE TOP 365.00 MANHOLE INV IN 358.51 (15-14) 16 STA 10+76.22 INV OUT 358.41 (14-13) TOP 370.71 INV IN 362.50 (17-16) MANHOLE INV OUT 361.47 (EX.10'°) STA 10+00.0015 TOP 363.50 INV OUT 358.69 (15-14) 380 370 3751 1365 36.74' OF 14-13- 8" PVC 134.54' OF @ 0.50%, 8" Ductile Iron @ 0.50% 360 _. _... __. _.. 360 350 EX.2-17 £ DRAINAGE 36.72' OF 17-16 PIPE 10" PVC 39.50' OF) @ 0.50% 10" PVC j (185 @ 5.00% 355 ._. _. _....._ 355 345 t 350 350 340 9+50 10+00 11+00 11+50 9+50 10+00 11+00 SSWR EX.2 - SSWR 10 SSWR 15 - SSWR 13 HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 90' BEND MANHOLE CLEANOUT CLEANOUT E�STA 11 +71.27 STA 11 +44.33 6 +19.987.17 TOP 361.26 TOP 324.55 ry � INV IN 357.74 (14-13) INV IN 318.52 (7-6) 521.61 (12-10} r INV OUT 357.64 (EX) INV IN 318.62 (GT -6) 521.61 (CAFE -10) INV OUT 318.42 (6-5) CLEANOUT INV OUT 321.61 (10-9) 370 CLEANOUT w MANHOLE CLEANOUT STA 10+06.17 8 CLEANOUT MANHOLE WATERTIGHT COVER MANHOLE TOP 326.02 STA 10+97.78 7 WATERTIGHT COVER STA 12+67.35 4 WATERTIGHT COVER INV IN 319.41 (BLDG -8) TOP 327.66 STA 12+50.97 TOP 321.35 STA 13+51.81 INV IN 319.31 (REST -8) INV IN 318.85 (8-7) TOP 321.60 5 INV IN 317.72 (5-4) 3 TOP 321.44 INV OUT 319.31 (8-7) INV OUT 318.75 (7-6) EXIST. INV IN 317.89 (6-5) INV OUT 317.62 (4-3) INV IN 317.20 (4-3) 365 330 GRADE INV OUT 317.80 (5-4) 330 INV OUT 317.10 (3-2) 10 STA 10+19.98 EXIST. STORM TOP 327.17 1 BUILDING EXIST. PIPE INV IN 321.61 (CAFE -10) BUILDING-----------, GRADE INV OUT 321.61 (10-9)" (RD13) �0v x U 330 1 330 325 ..............................................................................................;..............................................!.......STORM....... MANHOLE WATERTIGHT COVER STA 15+47.97 2 TOP 323.06 INV IN 316.06 (3-2) INV OUT 315.96 (2 -EX -1) •,.,� -� M. � � EXIST. 360 325 GRADE _. 1 .5' MIN 355 350 345 12+00 9+50 10+00 11+00 12+00 13+00 WATERLINE - 0 IN - 3 IN HORIZ SCALE: 1"=50' VERT SCALE: 1'°=5 14+00 15+(00 BLDG -8- 6.17' OF 8" PVC @ 1.46% 315..._.._._ STORM PIPE (169) 310 4-3 5-4-/84.46' OF 16.38' OF g Ductile Iron 8" PVC @ 0.50% @ 0.50% 3-2--/ 196.16' OF 2-EXA 8" PVC 54.77' OF @ 0.53% 8" PVC @ 0.50% 16" STEEL CASING TO SPAN CSX PROPERTY CROSSING. SEE ACSA STANDARD TD -37 SHEET C1.3 FOR ADDITIONAL INFORMATION 9+50 10+00 11+00 12+00 13+00 SSWR � \ 111 R E.1\ . � 14+00 15+00 SSWR 8 V V HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 310 3101 1305 1___ 1 3051 1305 9+50 10+00 11+00 CAFE - SSWR 10 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 9+50 10+00 11+00 12+00 RESTAURANT - GREASE TRAP HORIZ SCALE: 1"=50' VERT SCALE: 1 =5 330 325 320 315 aft 16+00 16+50 5 0 50 PROFILE SCALE CLEANOUT 8 STA 10+06.17 TOP 326.02 INV IN 319.41 (BLDG -8) INV IN 319.31 (REST -8) INV OUT 319.31 (8-7) 330 EXIST. GRADE REST -8 14.28' OF 8" PVC @ 2.00% 325 3 315 310 I 9+50 10+00 11+00 RESTAURANT - SSWR 8 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 E CLEANOUT 0M rn o +19.987.17 ry � 521.61 (12-10} r 521.61 (CAFE -10) CLEANOUT INV OUT 321.61 (10-9) w STA 10+17.35 12 CLEANOUT LU TOP 326.20 STA 11 +04.49 INV IN 322.58 (REST -12) TOP 327.83 EXIST, INV OUT 322.58 (12-10) INV IN 320.83 (10-9) BUILDING INV OUT 320.83 (9 -GT) pLL o^ w O CLEANOUT 330 330 330 � LU ¢JU00 z 10 STA 10+19.98 TOP 327.17 INV IN 321.61 (12-10) EXIST. EXIST. INV IN 321.61 (CAFE -10) BUILDING-----------, GRADE INV OUT 321.61 (10-9)" �0v x U 330 1 330 325 ..............................................................................................;..............................................!.......STORM....... `.....;............... ................. .....325 .3.2.5 ............... EXIST. EXIST. PIPE (RD13) BUILDING GRADE W W v-) W REST -12 -- GREASE 17.35' OF 1 5' TRAP �� Woo°oho 4" PVC 2.7' 325 ................................................. ............................................ . ....325 @ 2.00% 320 1 ......................... .......................................................... .. .......;...............................................,...........................................;.... 320 320................ 10-9 9 -GT O SAN ITARY 38.88' OF39.25F' OF PIPE (8-7) 4" PVC 4" PVC 320 ....................................320 315 @ 2.00% 2.00% g; 315. 315 OU O STORM U CAFE -10 PIPE (169) 12-10 � O 19.98' OF 48.26' OF a 4" PVC 4" PVC oW..��4a 315 @ 10.00% 315 � @ 2.00% 310 I 310 310 310 3101 1305 1___ 1 3051 1305 9+50 10+00 11+00 CAFE - SSWR 10 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 9+50 10+00 11+00 12+00 RESTAURANT - GREASE TRAP HORIZ SCALE: 1"=50' VERT SCALE: 1 =5 330 325 320 315 aft 16+00 16+50 5 0 50 PROFILE SCALE CLEANOUT 8 STA 10+06.17 TOP 326.02 INV IN 319.41 (BLDG -8) INV IN 319.31 (REST -8) INV OUT 319.31 (8-7) 330 EXIST. GRADE REST -8 14.28' OF 8" PVC @ 2.00% 325 3 315 310 I 9+50 10+00 11+00 RESTAURANT - SSWR 8 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 E 0M rn o ry � > E w LU pLL o^ w O U � LU ¢JU00 z _j-1, o (Z > b C (D LU r D �0v x U z Q _j w " >t° W W v-) W Ln Cf) L6 �� Woo°oho O CD LU OU O W U � O a oW..��4a 0 � O W D Q O D z tri WWW tf) tri t) W (t) (D �131�M ® W W W W W 0 Q� z Q� ck� Ct� u= E - p �o 00 co 00 LU LU w ^+0000 Q) NNN < =t -00- o ~ O In DATE :D 12/4/17 r DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE I' AS SHOWN am0 CL s p N U U.L 0 0 0. CU U) O Q LIJa LL z 12mo 00-1,0 < LLJ o _ 7o � LU 0N � Q Lj o LU z o -0D_ LU Uj -0 �o ED o � (D �U) z U�O �i _ �o _00 � N D O o= zZN oQ) :�EL x � v o Y � O Q �- O ' 0- 0? Y N tp �N U = X o v w s L Q1 N C O 'n U E O O U � O � O 7oSw U JOB NO. 0 o �:. B U 37032 N O c U SHEET NO. Q O C7.3 " h 5 qn° RFNn CHECK VALVE WITH ASSOC. BYPASS 0 50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 WATERLINE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50 rn E A. ALLISON DESIGNED BY C. SHIFFLETT 0 0 � v C. KOTARSKI SCALE AS SHOWN ey � cv � > E Lu °e W F'�.7 v OU ®LL ®h LU O sa re LU Q_jUco F> LU 0 0 N (7U) a� Q OtjQ U? q 0 d LLl r, ti c d- 0 W W q W >64 � "�000 cv � 0 ow I-�WUF_ gZ ®ow�o aQ°ate 0 W W W W W Ul) U) U) (f) 0 W W W W W c� ol� cl �Q � s F- 0co 00 co co co LU LU W 'yo�o® ®N N N N F-- \ \ \ \ M Q) - Q -:3 tri DATE 12/4/17 0 >- DRAWN BY s V1 ua U g C N O fi N N py O 91. li Q 7 L O. T U. z O N N O N i3 O 0 Llj > cu LIJ d . C O N C Q 0 U O Lu Z O O of c w So m � Q o 0 Z 2 2E �o � N C d O C z�N O 2 �Q � x o� v0 .§ Q� a� N cu (D O N U C O N � OC O N U O O cu N o � _ U JOB NO. 0 o N- O U 37032 cu C O C O SHEET NO70 . Q o 1�BJH(� C7.4 Q ;E A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN s V1 ua U g C N O fi N N py O 91. li Q 7 L O. 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' I I I C J I C � U11 U � U I I w "a" t e r s t r, ee- tc.,.", i: - ' ' ! i i ��c I iaticl`sca.pe ��. h;:tkect:,_,:rc2 I civil engineering . , D , " �, ,,, - � , ,_ : . _� :.�_�.�Vi lt�� ,,,?-,, 2 2. 1�! 0 2 ii i 8 F JINII. a i.rl S 1 re c,� t zi._,4L205��_ �7 C�13rkli-­ ilk I , . �, WOOLEN MILLS project name BRIAN ROY client WOOLEN MILLS, ALBEMARLE COUNTY, VA project address project number SITE PLAN SUBMISSION project phase DECEMBER 4, 2017 issue date 12.04.17 SITE PLAN SUBMISSION 03.07.18 SITE PLAN SUBMISSION . . 05.15.18 SITE PLAN SUBMISSION 08.15.18 COUNTY COMMENTS revisions *I x / I I ,, RELIMINART C A LANDS APE PLAN sheet title � . . . vio' * I I ( "I lie sheet number \ I \ I I \ \ I I ",\ ,� . - 11 \1 ,� I ,�� �1 : , I I \ I \ I " � , \1 \\ ,\ 11, '\ � I �\ \� I .. , \, I I 1 I � \ , \ \ . � � � .11,11, - I ... L .1 I ",", \ � -1 \ , 1, \ . ; ; I I . : . 1 ­iVil e � I ; I . \ I . I ' � ATE i -S d',�,--;, --i r chi tectu rc- � .1 t \ , ,\\ � �, \ \ \ ! I I \ I/ \\\ \ , \\ \ i \ 11 1 � \ W; RSIDE BUFFER PLANTING : 1,873 SF �i i , ­ ,-.,. Pe . 1 eng: neering . \ 1\ , \\,\, , \ \ , \ , \ 1, I :11 V, I -1 \ \ . , _ I \ \\ - _� - - ...,h . - t: i \ , \ , , - reei .� 5�8--// r larlo,��e.sville,, VA 2-2 �O --- \ \ \ ,,�, \\\ � \ , I ", ��,i� E MFJr S, , \ \ , ,\ \ ', \", �1, � ��X.CEPT WHERE NOTED, REMOVE ALL 1 . i , I ­ ,4.­� :, - -, , \ , \ � I \\\ ." , \ , I" i �� I _1 "I . 11\ ,� \\\\\ \ I \ I , � I'll \ \ . .1 , I -\ � 1\ , \ \ 1�1 I., 'I" ,� , � \ \ ,\\ \ \, \' 1. I . -,.��, I.' j � \ \ \ .,\ / \ 1\ I ? III, ,&TREES, SHRUBS, VINES AND I \ I\>.1 \ , e , \ " " \ \ \ .\ , I \ I 11 1\ ­ , _ ` , I ., I , , 1, I / \ \ I I . ,�� , 11 ,---�.�-'� UNDERBRUSH. REPLANT WITH NATIVE N \ � \ , \ . I \1 \ \ \ '\ \ I �t_ r,� -I, " 1,�, , 4"" , \� I \\�, X ., \\ , - , \ I \ , i I \, \ / , , , ,\ \ \ . I " \ I I , . � 1- ' , \ \\ �, ., \ \ \\, ,\\" \ \\ " \ \ \ \ \ 1\ , ��, , - � : ; SPECIES, SEE L1.02 FOR PLANT ,� \ , I'll '/ I ___ ­`­'. \ �,\, \\ \ \ .1 , TV3 SF \ ..., \ " - \ �, ,\ I \ . \ 1� \ . I I . 1, \, \ , N ,,\ \\\ , \ , - �., 11 � I 1. , I \'' `,­: -�z �-Y'�, ___1 I \ \ I \ �­ �kv � � :1�: - ;,,,z I � . - I" \\ \ \ \ \ \ 1\ I \ , ... v . .. . I, , ,., I, \ \ \\ \ I \, , \ \ , \ I x ,% .. 11 I \\1 \ \ I" -1 'I, _�', \ , I :4 1­Ze ___ I \ " \_ _____­ \_ I I I I � , 1� I..:, i SCHEDULE AND DETAILS � � I I -,--- .. I'� \, , ";�� 1, 1, I � - ; � , . ',� / ., �, , - , \ , 11 11 %�,, I _� 41, , U, ,�� " �, . , � " \ , \` \ \ \' , \ \./ I , %'' *� I ,, , , �, ,� , \ \ \ ', \\." ,X \� \ � ; . , . ��"/� , � \ I < , I / / � I, \ , \ \ , \ I . \ - �., I � "I , , , , 1� I. I " I ... , /--l-, - , I \ \ \ \1 \ \ \ � \ � \ -�,, 11 , _,,� \1,� \ 11 \ \\ \ x \\,\ \,, \ I il / I Yet " I . I - \_ _/�/, � \I- ./ I 1� . . � ,\;, �,/ , I - \ / --- \ \ I � \ �\ \ \ \ \ \\ . \ \ i, . I i ,\ 11 �, \ 1'SHAULENSERGER > / ", -,- -✓ - - ___ - ✓ / \ \� \\ , .. \ \,,, "\ \ \ �\ \. �,�\ I 0, -4, - ___ ___ ; I \ \\ I � \\ '� , , "I � \\ \ I I 1 '6`1- ly, __ I ., I ,."\ ; \ I i 1\ IV \ Y, , / .^. % '11, --, - 11 , � \ '1� . I , . I \ , \ 12ffi ,, -- / \ / \ \ , \\\\\ ,�' , \ I �, .11 . _ / \ \ . I" I Ir �<(N \ \\ / / . 1, / �", .� -, __ ___ -_,_", " / / 1 -_ __ - -- ,_ I \ , \ \ \ , \ \.'\ '. ,� \, w,l' I / I \ , , "I, 1,_� 1, . \ �, / I :: . - . I \/\ � I Is \ , / \ '�, / .1 / 11 I, ," I "I i N - 'A , \ , - I , ­� 1, / ./ - __ ­ -- ---- - -, __ - _ \ \\ \\ - ". .. I - I - - - � I - - I 11 , 'i - 1-1 I , - I / . \ , \ \ \ \ � �,� 1� / . ,�\ ,�, % . 1. � \\ %" .1 I �,� � I * .:_ _ � 1�1 � . __ .1 - /. / I /I \ , ,\ '\ \ ,,, � ,�, � /� \ - � " :` .,e WATERSIDE BUFFER PLANTING: d -1 --- ­ �11 I � \V�\ \ . ,� \6� -,,�, . � / I \ ,\\ \V,' . I o / � - I , , , �­� - , , , , , - - - ___ / I 7 \ \ I \ 11 \ .. I / / I \ <,� ,' -1 , - - - - - I -/,/ \ \ ��� \ I � , � .1 ..e, , V ­­�.,� ,1�1-." ----" ___ ­ ­ - - I/ ; / 1\ , "I \ \ ' I \� \ , / IL /`/',//§' . , �X, " - / ,11 / I , . � / 1 .. -__ - I -1 .1, __­ - ,_ ', , I .- -_ -_ ,--. _ _-, - - i � - 1. .�� I" ' I _ V L /. "", 1k I - - -11 - "I :�. , I 11 ­ / - - I "', __ -, . 1�� /I I __ - I / .� \. \ \ _L__�,�ol .. � �14' �.. / . , � I �_ -��" ­�� ,� 10,504 SF / \, - - I __ __ __ ,,,��,;� " - ') / 1�, / . 1, - � ", \ �� / x L I i� - 14 ? ­ ­:, -- ­ - I //// REMOVE ALL VEE FORM FRAXINUS I � I/ �� � , � " - - ,- " I / I I , , � /, 11 � \ � o I '' V / , , / - 11 - - __� �,_� - - 1% ,_ _ _ L / " \_�' I � � , , I , I I - I I EXCEPT WHERE NOTED, REMOVE _ _ , , ", I \ ., _1 � " , � I , , , , I ­ - z -_ .1 � I � / _ 1, -- ­ / . 1�\ /, , \ /'� - - __ I --- I" __ __/ , .� / \,.,\ SPECIES ' , � 1v �� I /A \ " / I.. I s`F / ;; I - --- \1 1%h� 11 / - // --- _/ I //1 __ \ 'ECJES (AS,Hff.�ROM SITE AND PLANT ", �%�, ,�":�� N � " % I . i '7'% / / ­ --- ___ / �- / 1. ALL TREES, SHRUBS, VINES AND professional seal 11 / / -_ -- - ­_ --- . \III- - �7% 1 / ,­ - I ­ - - 7 - � i / , ' WIT'H,D[S�.ASE RE�S)SfXNT CANOPY TREES, \ \ "I / 1 N 1; I . _<__ "', - - _Z_ - - - -- ,� // ` I 11 ­_ _ , � , �, I �Z\ )' ,�; " \�k ;��"',� %�".,) ;-� I , � I - __ 101 / ­ �', I/ ___ _�11 I - ,_ � ' i I I > -- ,77 1 - . , I " - - - - / --- -_ ?-- - � . I " - I . I _� 11, -_ ­_ , � I I / \' \ \ UNDERBRUSH. REPLANT WITH ; I - \1 I . - -.--..-,. E L1.02. FOR PLANT,, �CHEDULE. ASH '."!/ LL/ ' / ;% 11 NATIVE __ _-5 ­ � __ I- - > /' L.L SPECIES, SEE L1.02 FOR ' - I -- --- -------- __ - I—— - - L ---- L ---- -- - - L/ I __ - __ '11- _,� , 11 //,.L..L, �,�LLLL '. :,X: �� - I I .... � LL I I , , L, e I - .-�,_ ­. __ 1,L 1� L -TRtE� bN SITE ARES SIGNS OF / 11 V. I . L LL I. 11��, /�, .. 1. Todd Shallenberger __ . - - . L I I __ 'L ". i ,,L " ,\\ 11 �, - 1�� j,e " �-_ - --- __ __ ­ - b . -� - � . - . \ 'L (; ;� , �_ /_ / - _­ --" - -1 � - " _ , >1 ��s . - . - /, ___ ��\\� \ ' 1w",N�//k.,.//,L L PLANT SCHEDULE AND DETAILS I ;; "Y- _ __ - :::. __ ,/,-- - ­_ - -- _J�Vl \ , \ i . f", -� - I - I I, , .'' � . . , - ­ - - _- - ­ ,--, %_ ­_ , ./ 610 I 1� . E LD,A� BORER �\ \ �'\ /I , I �'k'� project manager . , . - , I , L , . I '­\ -, 1. L\ e i ­ � / ­ .__ - __ I I Ngf-A ,. \ 11 I . I I- 1.� , . , I \ 1'__1111, I I I . L "- x , I , _ ,, \ \ � LL I \ '. ­ " - _ � " �, ,,, --- - �_ tow " \ , H B � 11 I �� "L ­ -7 _� \ I \ . __ .-�� ___ L/ � , . � . ,,� L,� , �\ " I \'L , --- . �� , ' LLLL I / ... , � ___ __ - .,-.- - , .., I,-- ___ I ,,, - \L '6'�\. " , .,,: LL i - - - I 11 ,\ L L ,L LL I " "�/ ; . � __ L , , �' ", . , * / V .. __ .� ­ ­_ - �" __ - ' �, \ " '� ��,� 1 �6 ,� " , 11 1\ , , , � - ---.../ --- -::��. L, n'�� --'\.,., I -,\,�\ K;�,�\ � �< . I - � 00 __ � I - 1\ I I L &I \ I "'L . .. I V - . . . , , , -_ LL ­ L ,\ , " I ---- --- 1_ - .- - ... Z' _' ' ' `L� -3-< " dop ��_ I I , - 11 \ \'L L , I _ o I 1� 1� < e 1, L /\"\ \ \\ , , � I , I '. I - /11 I ., \' >, , , 'Ar , ' \ L L __ --- L L LL " . , P , • L' . \ - - __ - , I I L I L \\ I \�\ N\..L ' , I.V I , L/ ��r * :� i", ,, - " �, __ ,\ INV . " �� , / / \ L ,��. �', _ ��r ,� * , :* / ' L ,L.. " \ 1, � L'L'L \ L "�\­ ' ' ' -, ,�� ,/ - , �- . \ ) , , , _ \ ­ .L I L ; - A --- - - , , \ ,/ �<x, �x , _\ llw$ __ __ I � -- - _/ , 11 , \ - L ,' Luke Waldron 11 � - � �� '. ,_ N�' , \ , \, , . �1_ ....... , - , � N� _,�, \1 \ 11\ �, 1, �,�_X,, 4 \1L - I \1 I - I \ " \ -K , \,\ \ 1\ %\, I I 11 .�11� : project team - \ - ,., _�,-�-_ * - 1� �, �"7% \`� \ I \ \ I I , , ", ,�� 9 -!I• I I - �,,� - __ � , "I -;--- �-- -t , / `% \,</ � A _� . . , - I -_ L , ____ . _w*. ,� I ,� . '�� '.1 , � LL�4 �, I �, , I I - ,� , - __ __ K.- . - ­ 1, "'LL,4 " \ \ \ �'. ­ L L L. ' \ // " I ;� I , - , . . L L - - - I . le i _. , z - \ , ;.., L " L \ L I " " I ' ... ­ I . ,\\ - L - � 'k , , , , i , , , - , __ \ , . "C " , L' \ , \ - 1'% e --v - ­ \ 1< 1, I - I I \ t _ - , � , " Z � - . -,. . ., I \ N -, .1 , I \ N i, " 1, /, , \ "", , I 1 I , \ , L , \, \ \ r 1, 'L \ w , -1 4� , > " �_ Ae L /',L � 19,504 SI, . ! ; �. , ­ i . 11\ �, - �L"/. \, " ,\ - ' - ____ - __ __ __ I � 1,1k � , , X ._�, , I 11 . I I .- , \ \ IL L I , ,., L I L, I I \ \ . /, /� � LANDWARD BUFFER PLANTING: __ � " 71- I I � ­­ --- \ \L., ; I � " I L, \L 'L,\, _� N � \ \ I L ___ __ 'MN - / -­ - , "" " -, ' `:�i- - '-. : , , < ', L , \ 11 I I--- .0 - 11 � ­___ - \ � 1,� I *0 / - _ .--/ i - :_ ,\' , \ I \ , I , ': \ _ 1\ 1� 1 I.'' - .__ ___ --*** .- L I L . I � L � I � 1�� .,\ "N' - " 11 Oft � - __ ___ __ _/ ��, " \ ./- 1:1 \ , , , "" \\ - 1 18,386 SF , , , � - " , I I ?Iffl e I -, ,_ \ 11 ,\ \ I" . � \ 11 , - I , I / .,� \, %L�� 1\ 1, \ _' "LL \ N I ". 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I / - I '\ . ,I.. -AV SHiRUO��VINES AND UNDERB u, / �, ,- __ - __ ___ -,- --- ______­ ­ ___ L_, �, -­ � , __ _. __ __ I�_ ,_ I �, /, ,- I - - / 03.08.18 Site Plan Submission __ - I LL I ".- ­��/ / I , , __ - - -1 - I __ I - �, ,, :,�, , / 1, / / ,/ - _ -/ /0 ", T /,�, " 1�, � ,� / I � I ./, / y/ z , -- - - -- - --- _ -, - -- : � ,- �- -- � / / / , , --- -;; / __ -*A "I / , I / � I ., , I WITH NATIVE SPE6ES/; �,�Y - ' -- - - - � : -1 -- - z , / , , -- - , , - � < __ __ , / / I - - ' LL i ,'�/ / , �.,� R,EPLAM /,(�2',FOR/ , " - -N`OTE_S: -_ - ___ '_ _ - "' ___ - - -- , , , I-- _- __ 05.08.18 Site Plan Submission 11 i 11 I , .11 I I / / . / �� - ­ - - " ,_ - I - __ __ ­ ­ - 11 / / / // i / . I .". /; / ` ��A/T SCHEDULE AND 12 / / / / / / / / - - - - RGE STRUCTUkAL TRf E-SA,. 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I / / // / / / / , , " / 11 " " ., , -, - * I I , / / / /, / z " �, ,,�-- - � ; 1 / I i " / ,; / f / / ",,/ / //,. / - ,- �, I- 1: : / i / / ( I / / / e ,� I/ ,IZ 1�3 1 ; ,/ / I I sheet number CITY. I SYMBOL IScientific Name 5 lCommon Name ISize 5 ISpacing lRoot 3/4" -1 WATERSIDE BUFFER PLANTING SEE 1 &2/Ll .02 B&B 5 Amelanchier canadensis Juneberry WATERSIDE BUFFER PLANTING: LARGE CANOPY TREES B&B 6 Asimina triloba Paw Paw 3/4" -1 REQUIRED MITIGATION AREA 11,432 SF. 7 Betula nigra River Birch 1 1/2" -2" Cal. SEE 1 &2/L1.02 B&B SEE 1 &2/L1.02 3 Carya cordiformis Bitrernut Hickory 1 1/2" -2" Cal. SEE 1 &2/L1.02 B&B REQUIRED PLANTING: 8 Nyssa sy/vafiica Black Gum 1 1/2" -2" Cal. SEE 1 &2/Ll .02 B&B PER 400 SF OR 20' X 20' AREA PLANT Cornus alternifolia Alternate Leaf Dogwood 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 5 1 CANOPY TREE, 2 UNDERSTORY TREES, 3 Platanus occidentalis Sycamore 1 1/2" -2" Cal. SEE 1 &2/L1.02 B&B AND 3 SMALL SHRUBS OR 5 Quercus bicolor Swamp White Oak 1 i/2"-2" Cal. SEE 1&2/L1.02 B&B 1 CANOPY TREE, 1 UNDERSTORY TREE, 2 3 Quercus michauxii Swamp White Chestnus Oak 1 1/2"-2" Cal. SEE 1&2/L1.02 B&B LARGE SHRUBS AND 3 SMALL SHRUBS 29 B&B 48 UNDERSTORY TREES 5 Amelanchier arborea 5 Amelanchier canadensis 5 5 Amelanchier laevis Smooth Serviceberry 3/4" -1 1/2" Cal. SEE 1 &2/Ll .02 B&B 5 Amelanchier canadensis Juneberry 3/4" -1 1/2" Cal. SEE 1 &2/Ll .02 B&B 6 Asimina triloba Paw Paw 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 9 Carpinus caroliniana Musclewood 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 3 Cercis canadensis Redbud 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 3 Chionanthus virginicus Fringetree 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 3 Cornus alternifolia Alternate Leaf Dogwood 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 5 Hamamelis virginiana Witch Hazel 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 3 M ago/ia tripetala Umbrella Magnolia 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 3 M agnolia virginiana Sweetbay Magnolia 4' Ht. SEE 1 &2/L1.02 B&B 3 Ostrya virginiana Hop Hornbeam 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 48 LARGE SHRUBS 2 Alnus serrulata Hazel Alder 3-4' Ht. SEE 2/L1.02 CONT. 2 Calycanthus floridus Sweetshrub 34 Ht. SEE 2/L1.02 CONT. 2 Corylus americana American Filbert 34 Ht. SEE 2/L1.02 CONT. 8 Lindera benzoin Spicebush 34 Ht. SEE 2/L1.02 CONT. 2 Sambucus nigra ssp. canadensis Elderberry 34 Ht. SEE 2/L1.02 CONT. 2 Viburnum dentatum Arrowwod Viburnum 341-1t. SEE 2/L1.02 CONT. 2 Viburnum prunifolium Black Haw Viburnum 3'-4' Ht. SEE 2/L1.02 CONT. 20 SMALL SHRUBS 6 Aronia arbutifolia Red Chokeberry 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 6 Aronia melanocarpa Black Chokeberry 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 9 Clethra alnifolia Summersweet 15" - 18" Ht. SEE 1 &2/Li.02 CONT. 6 Cornus amomum Silky dogwood 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 9 Ilex verticillata Winterberry Holly 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 6 /tea virginica Virginia Sweetspire 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 9 Hydrangea arborescens Wild Hydrangea 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 6 Rhododendron maximum Rosebay 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 3 Rhododendron periclymenoides Pinxter Bloom Azalea 15" - 18" Ht. SEE 1 &2/Ll .02 CONT. 3 Rhododendron prinophyllum Rose Azalea 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 6 Rosa carolina Pasture Rose 15" - 18" Ht. SEE 1 &2/Ll .02 CONT. 6 Rosa virginiana Virginia Rose 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 3 Rubus odoratus Purple Flowering Raspberry 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 9 Vaccinium angustifolium Low bush Blueberry IS"- 18" Ht. SEE 1&2/L1.02 CONT. 87 LANDWARD BUFFER PLANTING CONTAINER GROWN SEEDLING TUBES 5 Amelanchier arborea 5 Amelanchier canadensis 5 Amelanchier laevis 13 Asimina triloba 15 Betula nigra 13 Carpinus caroliniana 7 Carya ovata 9 Cercis canadensis 5 Chionanthus virginicus 7 Cornus florida 5 Diospyros virginiana 9 Hamamelis virginiana 15 Lindera benzoin 15 Nyssa syivatica 9 Quercus alba 1 1 Quercus bicolor 7 Quercus michauxii 5 Platanus occidentalis 5 Prunus americana 5 Salix humilis 7 Sassafras albidum 5 Tilia Americana 182 SEEDLI NG TU BE PERENNIALS AND GROUNDCOVER Carex pensyivanica Che/one glabra Dryopteris marginalis Eurybia divaricata Fragaria virginiana Geranium mac ul atum Iris cristata Iris versicolor Loberlia siphilitica M onarda fistulosa Onoc/ea sensibilis Polystichum acrostichoides Pycnanthemum muticum Solidago rugosa 'Fireworks' Symphyotrichum oblongifolium Tiarella cordifolia Viola striata Shadblow Serviceberry SEEDLI NG TUBE 8' O.C. Juneberry SEEDLI NG TU BE 8' O.C. Smooth Serviceberry SEEDLI NG TU BE 8' O.C. Paw Paw SEEDLI NG TU BE 8' O.C. River Birch SEEDLI NG TU BE 8' O.C. Musclewood SEEDLI NG TUBE 8' O.C. Shagbark Hickory SEEDLI NG TU BE 8' O.C. Red Bud SEEDLI NG TU BE 8' O.C. Fringetree SEEDLI NG TU BE 8' O.C. Dogwood SEEDLING TUBE 8' O.C. American Persimmon SEEDLI NG TU BE 8' O.C. Witch Hazel SEEDLI NG TUBE 8' O.C. Spicebush SEEDLI NG TU BE 8' O.C. Black Gum SEEDLI NG TU BE 8' O.C. White Oak SEEDLI NG TU BE 8' O.C. Swamp White Oak SEEDLI NG TU BE 8' O.C. Swamp White Chestnut Oak SEEDLI NG TUBE 8' O.C. Sycamore SEEDLI NG TU BE 8' O.C. American Wild Plum SEEDLI NG TU BE 8' O.C. Prairie Willow SEEDLI NG TU BE 8' O.C. Sassafras SEEDLI NG TU BE 8' O.C. American Basswood SEEDLING TUBE 8' O.C. Pennsylvania Sedge 2" PLUGS 12" O.C. Turtlehead 2" PLUGS 18" O.C. Marginal Wood Fern 2" PLUGS 18" O.C. White Wood Aster 2" PLUGS 18" O.C. Virginia Strawberry 2" PLUGS 12" O.C. Wild Geranium 2" PLUGS 12" O.C. Dwarf Crested Iris 2" PLUGS 18" O.C. Nothern Blue Flag 2" PLUGS 18" O.C. Blue Lobelia 2" PLUGS 18" O.C. Wild Bergamot 2" PLUGS 18" O.C. Sensitive Fern 2" PLUGS 18" O.C. Christmas Fern 2" PLUGS 18" O.C. Short Toothed Mountain Miint2" PLUGS 18" O.C. Wrinkleleaf Goldenrod 2" PLUGS 18" O.C. Aromatic Aster 2" PLUGS 18" O.C. Foamflower 2" PLUGS 12" O.C. Striped Violet 2" PLUGS 12" O.C. CONT. LANDWARD BUFFER PLANTING: REQUIRED MITIGATION AREA 11,432 SF. CONT. REQUIRED PLANTING: CONT. BARE ROOT SEEDLINGS OR WHIPS AT 1,210 STEMS PER ACRE PLANTED 6'X C O.C. OR CONT. CONTAINER GROWN SEEDLING TUBES AT CONT. 700 PER ACRE PLANTED 8'X 8' O.C. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. 20'-0" L WATERSIDE BUFFER PLANTING DIAGRAM A SCALE: 1/2" = 1'-0" 20'-0" WATERSIDE BUFFER PLANTING DIAGRAM B SCALE: 1/2" = I'-0" o 0 cv LA wca,,terstreet :�3-ids( �?P � ch';t'_ct:,_Ari'. i`,'31 �r g reerir;s u 4i -ISE i�., airi SLree., 2ii.2%y (_.:: <. h irI()ules,,/il' '`r�i�i 22 10 PLANT KEY A - LARGE CANOPY TREE B - UNDERSTORY TREE C - SMALL SHRUB/WOODY GROUNDCOVER NOTE: INTERPLANT WITH NATIVE PERENNIALS AND -` GROUNDCOVER, SEE PLANT SCHEDULE. PLANT KEY A - LARGE CANOPY TREE B - UNDERSTORY TREE C - SMALL SHRUB / WOODY GROUNDCOVER D - LARGE SHRUB NOTE: INTERPLANT WITH NATIVE PERENNIALS AND GROUNDCOVER, SEE PLANT SCHEDULE. Ir y 1 professional seal Todd Shailenberger project manager Luke Waldron project team W000" LEN MILLS project name BRIAN ROY client WOOLEN MILLS, ALBEMARLE COUNTY, VA project address project number MITIGATION PLAN project phase issue date 12.04.17 Site Plan Submission 03.08.18 Site Plan Submission 05.08.18 Site Plan Submission 05.15.18 Site Plan Submission 08.15.18 County Comments revisions MITI GATO" IN' F"LAN SCHEDULE /_A\ND NOTES sheet title �dt L *02 sheet number X0.4 +0.4 +0.4 +0.6 +1.2 7 +0.4 +0.5 +0.5 +0.4. 16 7 ii: -.-5C @ 20 1 +0.1.. +0.2 +0.3 0.6 13 25 2 6 1.4 0.7 x0.5` 4 '` O1`02 +0.2 +0.4 +0,6 +11 `?8 %31 '"2.3 x1.3 x0.8 x0.6 x05 2C HO @ 20'.- a: }O.1 fiU +0.3 +0 4 X0.6 +0 8: }2:8.. 11 x1.8 12x0 9.:: x0:8, x0.7 x0.6 r1A10 I: 03 1:}01 0.10:1 ... 0.10:1 +0.3 +0.3 +0.5 +0.3 +0.6 x0.9. +0.3 +0.5 +0.4 +0.8 X1.6`.., 5 0.2 0.3 0.6 ;1:2 23:::.....:2,7 0.2 0.4 :-+O- " `C @ 12' W3@12\-0 +2.6 +1.5 18.--15- +0:7 4.2 2.8.....,1:3..' 0.8....:..1,? W3 @ 12' +3.7...1.6 +1.1 +2.1 W2 +1.4 +1.4 +1. '1.0 `1.8 +2.9 +2.7 +2.7 +2.4 +0.9 +0.7 +1.2 J..0 +0.6 +0.3.......:. r-/+23 +1.4 +0.6 +0.3 +0.2 3'cr 12' 0 +2 +0.4 + `.... 4.0 .1 .7 0.4 +0.6... +0.4 +0.6 W2 @ 12 `011 +12 + + + + 5.9 2.6 0.9 0.3 0.3 `{0 3 +o.s +0.9 41. ` +1.0 +2.1 +31,. ELECTRICAL SYMBOLS + ` � v.4 U.0 LU I.1 � + X1.3 11 U y I J 1.1 X `� x =1.4 U.1 v.4 u.J U J i ,1i J. X � +0.3 x0.6 x0.3 +0.2 + 3 � +0.4 +0.8 +1.8 +3.1 Q WALL MOUNTED LIGHT FIXTURE X2.6 *31 0.1 0.2 0.3 0.4 0.6,..0.9 1.4 . ,1:3 1.0 0.4 03 @ 3' + + +< + + + W3 @ 12' l + + ; 1.3 =p.6 +O 1 "..,'0.2 x27 �,I +0.3 +0 5 +0 6. +0 8 +0.9 +1.1 X1.0 x0.9 17 x0.5 0 3 +0.3 0.3 03 +0,5 0:3 0.4 0,5 1.0 2.8 W3 @ 12' +0.7 +O.l +0:9.... +2,8 +.4 3 .. 1.- + 0;1.. + . 02' + 0.3 + 0.4 + + :,. 07 08.:: + + 07 ,.Q7 06.-::: fl5 + CdA �9' 04 " ,;11.6 `�+ 3 ." 0.0 fc + 0,2 0.3 + 0.5 0.7 + +1 + 11 3 <; 21.0:1 +0.3 +0.4 +05 3'. + .:; 09 +1.6 ' . + +1.9; f .4 2.9 fc 0.4 fc `0.2 +0.4 +0.8 +13 +21 0.4 fc 0.3 0.4 0:7 1.9 '0.2 +0.3 +0.6 +12 +2 1 ...+31,: +0 3 `44 +0,8 +2.5 ; ' W3 @ 12' P26-140L-650-NW-G2-5-UNV Pureform COMFORT Area (P26),140 1 +D 1 . X0.2 +0.4 }0.9 1.7 + 2/CH0@20' +0.4 `0 8 + LED's, 4000K CCT, TYPE 5 OPTIC, 1 . + + 0.1 ....0,2 0.3 + 0.5 + 1.1 + 2.3.. 31 5C 1 +0.3 P26-140L-450-NW-G2-5-UNV Pureform COMFORT Area (P26),140 (1) Square Light Guide Plate 1 2430 0.95 22.3 LED's, 4000K CCT, TYPE 5 OPTIC, DRIVEN AT 450mA 1 +0.1.. +0.2 +0.3 0.6 13 25 2 6 1.4 0.7 x0.5` 4 '` O1`02 +0.2 +0.4 +0,6 +11 `?8 %31 '"2.3 x1.3 x0.8 x0.6 x05 2C HO @ 20'.- a: }O.1 fiU +0.3 +0 4 X0.6 +0 8: }2:8.. 11 x1.8 12x0 9.:: x0:8, x0.7 x0.6 r1A10 I: 03 1:}01 0.10:1 ... 0.10:1 +0.3 +0.3 +0.5 +0.3 +0.6 x0.9. +0.3 +0.5 +0.4 +0.8 X1.6`.., 5 0.2 0.3 0.6 ;1:2 23:::.....:2,7 0.2 0.4 :-+O- " `C @ 12' W3@12\-0 +2.6 +1.5 18.--15- +0:7 4.2 2.8.....,1:3..' 0.8....:..1,? W3 @ 12' +3.7...1.6 +1.1 +2.1 W2 +1.4 +1.4 +1. '1.0 `1.8 +2.9 +2.7 +2.7 +2.4 +0.9 +0.7 +1.2 J..0 +0.6 +0.3.......:. r-/+23 +1.4 +0.6 +0.3 +0.2 3'cr 12' 0 +2 +0.4 + `.... 4.0 .1 .7 0.4 +0.6... +0.4 +0.6 W2 @ 12 `011 +12 + + + + 5.9 2.6 0.9 0.3 0.3 `{0 3 +o.s +0.9 41. ` +1.0 +2.1 +31,. ELECTRICAL SYMBOLS SYMBOL DESCRIPTION O BOLLARD LIGHT FIXTURE ' POLE ARM MOUNTED FIXTURE, MOUNTING HEIGHT INDICATED ON TAG Q WALL MOUNTED LIGHT FIXTURE +1.3 +17 '21 x2 9 Max Lit Max/Min Y0.6 '0.4 +1.5 +1.9 x2.3 X2.6 *31 x 3 2 6 9. 1. +1'3 +0.9 +0.5, + .,,; 3.9 fc x2.3 x2.5 'X X x2.6' 22 171 i3 0101.... + 22 + + ; 1.3 =p.6 1.Y x27 �,I X2.4 X2.3 x2.4 x'1.2 xf.8 zT7 X1:9 BLC @ 20 28 +1,5 +0.7 +2.0 "''37 +.4 3 x28 14 x'1.3 x2.3 x2,1 x21 x`1.3 x32 2213-HOa 20126 + 1,411"' ).1 40: 30 23 x2,0 x2.1 x2.3 X2.3 2.4 2.9 3.5 .3.9 .6 1 ':.8 t1.7 X1.8 :x2,2 x2.3 x2.3 x2.4 x2.8 x3.0,' . }3,8 '3.2 +1.8 . +18 x2,3 x2..6 14 x2.3 15 +2,7... +2.8 +3.0 +2.5 r1,3 Statistics Description Avg Max Min Max/Min Avg/Min Amenities Patio 1.2 fc 4.1 fc 0.2 fc 20.5:1 6.0:1 East parking area 2.5 fc 3.9 fc 1.7 fc 2.3:1 1.5:1 entry bldg patio 1.0 fc 6.1 fc 0.0 fc N/A N/A North Parking area 1.0 fc 3.8 fc 0.1 fc 38.0:1 10.0:1 Overall site 1.1 fc 5.3 fc 0.1 fc N/A 11.0:1 PROPERTY LINE 0.0 fc 0.1 fc 0.0 fc N/A N/A Restaurant Patio 1.5 fc 4.2 fc 0.2 fc 21.0:1 7.5:1 South Parking area 1.2 fc 2.9 fc 0.4 fc 7.3:1 3.0:1 West Parking area 1.0 fc 2.9 fc 0.4 fc 7.3:1 2.5:1 LIGHT FIXTURE SCHEDULE Mark Quantity Manufacturer Catalog Number Description Lamp Number Lamps Lumens Per Lamp Light Loss Factor Wattage 2C 7 PHILIPS GARDCO P26-140L-650-NW-G2-2-UNV Pureform COMFORT Area (P26), 140 (1) Square Light Guide Plate 1 3449 0.95 30.4 LED's, 4000K CCT, TYPE 2 OPTIC, DRIVEN AT 650mA 2C -HO 11 PHILIPS GARDCO P26-140L-2100-NW-G2-2-UNV Pureform COMFORT Area (P26),140 (1) Square Light Guide Plate 2 9711 0.95 95.8 LED's, 4000K CCT, TYPE 2 OPTIC, DRIVEN AT 700mA 3C 1 PHILIPS GARDCO P26-140L-450-NW-G2-3-UNV Pureform COMFORT Area (P26), 140 (1) Square Light Guide Plate 1 2480 0.95 22.3 LED's, 4000K CCT, TYPE 3 OPTIC, DRIVEN AT 450mA 5-2c 11 PHILIPS GARDCO P26-140L-650-NW-G2-5-UNV Pureform COMFORT Area (P26),140 (1) Square Light Guide Plate 2 3474 0.95 60.8 LED's, 4000K CCT, TYPE 5 OPTIC, DRIVEN AT 650mA 5C 1 PHILIPS GARDCO P26-140L-450-NW-G2-5-UNV Pureform COMFORT Area (P26),140 (1) Square Light Guide Plate 1 2430 0.95 22.3 LED's, 4000K CCT, TYPE 5 OPTIC, DRIVEN AT 450mA SLC 4 PHILIPS GARDCO P26-48L-400-NW-G2-BLC PureForm Gent -Area Medium (3) LEDGINE LIGHTARRAY(S) 1 6735 0.95 60.07694 (P26), 48 LED's, 4000K CCT, TYPE BLC DRIVEN AT 400mA OPTIC, . W2 2 PHILIPS GARDCO PWS-1401--1150-NW-G2-2-UNV Pureform COMFORT Sconce (PWS), (1) Square Light Guide Plate 1 5899 0.95 52.2 140 LED's, 4000K CCT, TYPE 2 OPTIC, DRIVEN AT 500mA W3 13 PHILIPS GARDCO PWS-140L-1150-NW-G2-3-UNV Pureform COMFORT Sconce (PWS), (1) Square Light Guide Plate 1 6066 0.95 52.2 140 LED's, 4000K CCT, TYPE 3 OPTIC, DRIVEN AT 500mA W4 2 PHILIPS GARDCO PWS-140L-650-NW-G2-4-UNV Pureform COMFORT Sconce (PWS), (1) Square Light Guide Plate 1 3724 0.95 30.4 140 LED's, 4000K CCT, TYPE 4 OPTIC, DRIVEN AT 650mA A 21 LUMEC OVB-6LEDW OVB (6 Lumiled Rebel ES) 1 350 0.95 9.2 w a t e r s t r e e t s t U 0 lundsc�?,Pe arc i ctiur;,: . 'civil engineering 4-1S E M a. i i i `. ireeL t' f..; 95 ';7 f6,.� l0( S',/illC, '/A %-29+'}1 professional seal Todd Shallenberger project manager WOOLEN MILLS project name BRIAN ROY client WOOLEN MILLS, ALBEMARLE COUNTY, VA project address project number PRELIMINARY LANDSCAPE PLAN project phase MARCH 7, 201 7 Issue date 12.04.17 Site Plan Submission 03.07.13 Site Plan Submission L 5 r 1000 sheet number PHILIPS CM GARDCO $w ar7 . 011 411TO ' Photips Oardco PureForm L=D area rnediurnf comfort, P26 features a sleek, tow profile design. C-omf ort C2pti£ls are designed to enhance visual comfort by reducing glare. Type 2, 3, and 5 optical distributions are ava.itble. A full range of control options provides additional energy savings. Ordering guide Number of LEDs :140L,; ...............! Drive Current :..............' example: P26-14OL-650-NW-G2-AR-5-120-MGY Prefix Emergency ... ! Number of LEDs .... Drive Current LED ......... Color - Generation ..... .. Mounting Distribution ...... ....... Voltage ............ r-----------"-: P26 140L 140L ........................... _. ............... EBP :.......................... ........................... CllL us - ........................................................................- ........................ .. P26 PureFormarea 140L 140LEDs (,comfortenginO 450 450mA WW -G2 Warm White 3000K, AR Arm Mount Type 120 120V medium, 26" Comfort 650 650mA 70CRI Generation 2 (standard)` 2 Comfort Type2 208 208V Photoc°ntrot F1 Single BK Black 1150 1150mA NW -G2 Neutra[r r Thetollowin mounting kits'mustbe 9 5 Type 3 240 240V Type 2 Battery Pack 1675 1675mA , 70 CHi Generation2 70 CRI Generation ordered sc-porate(y(See accessories) .......... . 277 277V 3 Comfort Type3 WH White 2100 2100 m Generation 70CRI 347 347V HY0 SW Interface Module for Site'1Jise" integral' CW -G2 Cool White 50010K, SF Slip Fitter Mount' Type5 - 480 480V - �"""--�..............._...... (See accessories) 650mq 347 34TJ 3 70CRI Generation 2 (fits to Lrls" O.D. terms) 5 Comfort Type5 UNV 120-277V(5fJ)/60Hz) j DGY Dark Gray HVU 347-480V 600501]z) NW -G2 Comfort Emergency left 3-90 Rotatednght2' AFR-270 Auto o7 WY -G2 Warm Yellow W W§ Wait F2 Double IMGY Medium Gray 70CRIGeneration2 to Ill' (fits t° 2'r;'' G.D. tenon) 200X, 80 CRI rear entry permitted Type Battery Pack 120 motion sensor WY -G2 WarmYeilow270UK. Generation 2' (208,240,; ' 1150mA' 4000K,70CRI 80 CRI Generation 2' RAM Ren fitannmountkii2 120V 480VAC) f0 AM -G2 Direct Amber (=590nm) AM -62 Direct Amber (590nm) permitted 4-90 Rotated left 90' rotated at 90" Generation 2 4 Generation 2' DynaDimmer: Automatic Profile 4-270 Rotated right 270' BLC-270 Back Light Control ...___.......___.............. Dimming controls Motion ..................... sensing Photo -sensing -.'_.----....... Electrical - Luminaire Finish :-----------....., •- ... ....... ............ i I F3 Canadian RAL Specify ;---- r--------------. 7 i 3 DD 0-10V External dimming (by others)" IMRI2 Integral with 92 lens PCB PhotocontrotEutten'' Fusing Square Pole Adapter Textured FAWS -----.._.._ Field Adjustable IMR13 Integral with tens TLRD5 Twist Lock Receptacle 5 Pin 10 ................................ .. F1 Singte (1202 . . 7 . 7 .. 34 . _ . 7 VA CJ" included as standard ..._........._............ BK Black SW Interface module for SiteWise"` IMRO Pole mounted TLRD7 Twist Lock Receptacle 7 Pill F2 Double (21,8, 240, 480VAC)'; TS WH White LLC2 Integral w4elessmodulewith #2lens—'' Field Adjustable II motion sensor TLRPC Twist Lackell" tale • ; (ex:RAL7024) F3 Double Terminal Block BZ Bronze LLC3 Integral wireless module with #3 fens"'M (see accessories) w7Phot0tell"' 2,Canadian4 80VAC , (203, 240.480VAC), (203,240, RPA DGY Daik Grar y BL Bi-!evel functionary vrtfi motion sensor' motionsensor TLRPC Twist Receptacle F3 Canadi0VAQ`leFull(208. � Round Pole MGY hlediumi Gray (see accessories) (Must supply 240,48UVAC).:a RPA Pole Mount Fusing Adapter Customer speclified DynaDim mer: Automatic Profile Dimming Round Pole Surge Protection color chip for .....---------.. .._-.._ FP1 Single (120.277, 347VACF (fits to T- 3.9" O.D. pole)" CS50 Security 50%Dimming, 7houu` Adapter CM30 Median 30% Dimming, 8 hours (10krAisstandard) RAL Specify optional CM50 Median 50% Dimming, 8hours" Customer specified 2700K,80CRI'-" Automatic Profile Dimming FP2 Doub:e(T08,240,480VAC)l CE30 Economy 30% Dimming, 9 hours color orRAIL (exRAL7024} CE50 Economy 50% Dimming, 9 hours" factory quote) ._._ .. - - ............... ..--..........- FP3 Canadian Double Pull CC Custom color DA50 All Night Security 50% Dimming, 7 hours' I 2OkA i Q08.240.430VAC)' HIS (Must stipplycolorr"hipfor CS30 Security 30% Dimming, 7homs" 480 FP3 Canadian DoubtePult Surge Protection _.._.----""""""" CC Custom color required factory quote) CM30 Median 30% Dimming, 8hours;' Direct Amber (2081240, 480VAC)' SP2 increased 200 DA50 All Night 50%Dimming° CE30 Economy 30lDimming, 9hour,'/ Surge Protection n0kA standard) required factory quote) (>590nm) Security 30% Dimming. 7hours:b DA30 All Night 30%Dimming " .......__.,,_................................... CM30 Median 30% Dimming, 8hours^, 1. Extended lead times apply. Contact factory for details. 6, Not available with photocontrol. 11, Not available in 480V 2. Mounts to a4" OD round pole with adapter included 7. Not available in 347 or 48OV, 12. Not available with SF and WS. RPAS prolmded v✓ith for square poles. 8. Available only in 120 or 277V. black finish standard. 3. Limited to a maximum of 45 degrees aiming above horizontal. 9. Must specify input voltage, 4. Not available with other control options 10. Dimming will not be connected to NEMA receptacle if ordering with 5. Not available with motion sensor. other control options P26.-PurePOr?n_area _mediurrr_,comPorl 01/18 page Iof7 10 CM A CO Ordprirtp m ide Philips Caardco PureForrrl L.€'D duan sconce comfort PWS offers a steel., tow profile design that will complement a range of architectural styles. Comfort optics are designed to enhance visual comfort by reducing glare. PureForm wall sconce} prr_- vides up to 10,700 tureens to accomi"nodate muli:ipte t'nounting heights up to 20', and is available with Type 2, 3, 4, optical, distributions. A: full range of control options is available for additional energy savings. Optionat erne rgency battery backup option is available for path -of -egress and is integral to the hwmirlairr`'. example: PWS-140L-650-NW-G2-2-UNV-DGY Prefix PWS ................-: Number of LEDs :140L,; ...............! Drive Current :..............' LEDtolor- Generation '......................•. Distribution ..__........._r Emergency ... ! Voltage :............_3 Dimming controls :............I................... Motion sensing .......................' Photo -sensing ..-------........_. Electrical ------------------- Finish ---------------------- 142 f , 140L 450 ........................... _. ............... EBP :.......................... ........................... CllL us - ........................................................................- ........................ .. Philips Caardco PureForrrl L.€'D duan sconce comfort PWS offers a steel., tow profile design that will complement a range of architectural styles. Comfort optics are designed to enhance visual comfort by reducing glare. PureForm wall sconce} prr_- vides up to 10,700 tureens to accomi"nodate muli:ipte t'nounting heights up to 20', and is available with Type 2, 3, 4, optical, distributions. A: full range of control options is available for additional energy savings. Optionat erne rgency battery backup option is available for path -of -egress and is integral to the hwmirlairr`'. example: PWS-140L-650-NW-G2-2-UNV-DGY Prefix PWS ................-: Number of LEDs :140L,; ...............! Drive Current :..............' LEDtolor- Generation '......................•. Distribution ..__........._r Emergency ... ! Voltage :............_3 Dimming controls :............I................... Motion sensing .......................' Photo -sensing ..-------........_. Electrical ------------------- Finish ---------------------- PWS 140L 450 W W -G2 2 EBP UNV DD 0 -IDV External Dimming Driver MMRI PCB Fusing Textured PureForm 140 LEDs 450mA Warm White Comfort Emergency 120-277V (by others)^ High -Frequency Photoc°ntrot F1 Single BK Black wall sconce (standard' 2 Type 2 5 Type 5 3000X, 70CRI Type 2 Battery Pack FAWS Field Adjustable Wattage ^' motion sensor Button "Q1 I (120, 277, WH White 650 Generation 70CRI HY0 SW Interface Module for Site'1Jise" integral' 347VAQ1t BZ Bronze Generation 2 (See accessories) 650mq 347 34TJ 3 EBPC 347-480V LLC Integral wireless ntodute`°' j DGY Dark Gray e (.modules) NW -G2 Comfort Emergency left 3-90 Rotatednght2' AFR-270 Auto o7 BL BL Bi- level functionary with F2 Double IMGY Medium Gray 70CRIGeneration2 to Ill' (fits t° 2'r;'' G.D. tenon) 1150 Neutral White Type Battery Pack 120 motion sensor WY -G2 WarmYeilow270UK. WS Wait mount'withsurface (208,240,; ' 1150mA' 4000K,70CRI 80 CRI Generation 2' Cold Weather"`:, 120V 480VAC) f0 Customer specified AM -62 Direct Amber (590nm) permitted 4-90 Rotated left 90' rotated at 90" Generation 2 4 DynaDimmer: Automatic Profile 4-270 Rotated right 270' BLC-270 Back Light Control ...___.......___.............. 1675 900 900niA Comfort Leave blank to 208 Dimming F3 Canadian RAL Specify 1675mA' CW -G2 Type4208V omit an ..........._.1 ...........inIin s CSSO Security SU'%Dimmig.7hour Dimming controls ------ ................... Double optional Electrical .... - .... Luminaire ------------ 2100 Cool White 0- IOVExtemaicimmmg(byoihe!s)^ emergency 240 Ch150 Median 50','9 Dimming, 8 hours Fusing Square Pole Adapter Pull (208, color or RAL Dual Circuit Control— IMR17 210DrnA" 5000K, 70CRI ......................................................... Ft Single (120, Z77,34'lVAC); option 240V CE54 Economy 50% Dimming, 9lnours Field Adjustable II IMRO 240, • ; (ex:RAL7024) F2 Double(208.240,480VAC)' TB WH White Generation 2 Interface module forSiteVVise— DA50 All Night 50% Dimming Terminal Block` 480VAC) 10' CC Custom color Integral wireless modutewith #3lens '"` motionsensor TLRPC Twist Receptacle F3 Canadi0VAQ`leFull(208. 277 LLC4 integral wirelc5smodule with#4lens' -" (see accessories) (Must supply 240,48UVAC).:a RPA WY -G2 277V CS30 Security 301. Dimming, 7 hours Round Pole Surge Protection color chip for Bi -level functionarywith motion sensor' Warm Yellow PoteMountFasing Adapter CM30 Median 30% Dimming, 8 hours (10krAisstandard) required ....__.. _._................ p Customer specified 2700K,80CRI'-" Automatic Profile Dimming 347 CE30 Economy 30% Dimming, 9 hours FP1 Single(10,277,347VAC)° (fits to 3"-3.9"o,D.Porte)!' S 1. P2! IncreaseI. d factory quote) ._._ .. - - ............... ..--..........- Generation 2' 347V DA30 All Night 30% Dimming Security 50% Dimming, 7 hours' I 2OkA i FP2 Double(203,240d, ,80VAC)l HIS color orRAL(ex:RA17024) AM -G2 Median50%Dimming,8hours13 480 FP3 Canadian DoubtePult Internal Housing Side Shield'! CC Custom color CE50 Economy 50% Dimming,9hours`," Direct Amber (2081240, 480VAC)' 480V DA50 All Night 50%Dimming° Surge Protection n0kA standard) required factory quote) (>590nm) Security 30% Dimming. 7hours:b .......__.,,_................................... CM30 Median 30% Dimming, 8hours^, Generation 2' SP2 Increased20kA CE30 Economy 30% Dimming, 9hours" 1. 1150, 1675, and 2100mA not available v✓ith emergency battery backup (EBP). 2. 2100mA not available with emergency battery backup cold weather (EBPC). 3. Extended lead times apply. Contact factory for details. 4. Not available with other control options. PHIS-PureForm watl_sconce-cornfort 01,x18 page 1 of 5 5. Not available with motion sensor 6. Not available with photocontiol. 7. Not available in347or48GV, 8. Available only in 120 or 277V. 9. MMRI not available with emergency batter/ backup cold weather (EBPC). 10. Must specify input voltage. 11, Not available with SiteWise (SW!) and wireless control (LLC). 12. Not available with SiteWise (SWI) or Dynadinuner (CS/CM/CEJDA). 13. Not available with SiteWise (SW/), Wireless control (LLC), or DynaDimmer (CS/CM/CE/DA)- �1t tr{Q " -1 !!f 69 NREMirJhE c Philips Gardco Pur£3f orm f.[' -:D area medium '26 Year€.lres a sleek, tow profile 0 design and optima performance, area medium 15 designed to -- achieve maxim urrt pole spacing, with tureen output up to 28,900 Lumens. R Multiple distribution anal shielding o )tio€is are availble to achieve nnia xirnunl (D control. r!: f€ -int range of control options provides additional enorgy sav ngs. Ordering guide example: P26-64L-800-NW-G2-AR-5-120-HIS-MGY Prefix Number of LEDs Drive Current LEDColor- Generation Mounting Distribution Voltage P26Z � I P26 PureFormarea 48L 48 LEDs 400 400mA WW -G2 Warm White 3000K, AR Arm Mount Type Type 120 120V medwm, 26" (3 modules) 500 500mA 70CRI Generation 2 (standard' 2 Type 2 5 Type 5 208 208V 600 600mA NW -G2 Neutral VVhite40GOt(, The Jol(0winymounirngk!ts 2-90 Rotated left 90' SW Type 5W 240 240V 700 70GmA 70CRI must be ordered separately 2270 Rofatadr':ght270 --�------� � ����---------- AFR Auto Front Row 277 277V Generation 2 (See accessories) Type 3 AFR-90 Auto Front Row, 347 34TJ 64L 64 LEDs 600 600 mA 3 type rotated left 90" 480 480V e (.modules) 700 700mA r {W -G2 Coot White500JK, SF Sitslip left 3-90 Rotatednght2' AFR-270 Auto o7 UNV P_0-277V(50;60Hz) 800 800mA 70CRIGeneration2 to Ill' (fits t° 2'r;'' G.D. tenon) dnightront 3-270 Rotated r ght 270' rotated nigh! 270° HVU 347480'!(50/60Hz) WY -G2 WarmYeilow270UK. WS Wait mount'withsurface Type4 BLC Back Light Control 80L 80 LEDs 700 700 mA 80 CRI Generation 2' conduit rear entry 4 Type 4 BLC-90 Back Light Control (5 modules) 800 800mA AM -62 Direct Amber (590nm) permitted 4-90 Rotated left 90' rotated at 90" 4-270 Rotated right 270' BLC-270 Back Light Control 900 900niA Generation2� RAM Retrefitorin mount kh2 --- ----'- rotated at 270` Dimming controls ------ ................... Motion sensing .............. Photo -sensing .........._...._.._ Electrical .... - .... Luminaire ------------ Finish t.. --- ------------- i DD 0- IOVExtemaicimmmg(byoihe!s)^ IMR13 Integral with 93 lens PCB PhotocontrotButton✓ Fusing Square Pole Adapter Textured DCC Dual Circuit Control— IMR17 Integral with frl lens TLRD5 Twist lock. Receptacle 5 Pin '0 ......................................................... Ft Single (120, Z77,34'lVAC); included as standardBK ............_.._ ...............__...._......... Black FAWS Field Adjustable II IMRO Pole mounted TLRD7 Twist Lock Receptacle 7Pin 1c F2 Double(208.240,480VAC)' TB WH White SW Interface module forSiteVVise— Terminal Block` BZ Bronze LLC3 Integral wireless modutewith #3lens '"` motionsensor TLRPC Twist Receptacle F3 Canadi0VAQ`leFull(208. DGY Dark Gra' 1 LLC4 integral wirelc5smodule with#4lens' -" (see accessories) v✓iPhotgtel("' 240,48UVAC).:a RPA Round Pole MGY Medium Gray BL Bi -level functionarywith motion sensor' PoteMountFasing Adapter ....__.. _._................ p Customer specified DynaDimmer: Automatic Profile Dimming FP1 Single(10,277,347VAC)° (fits to 3"-3.9"o,D.Porte)!' ............ ---- .... ._._ .. - - ............... ..--..........- RAL Specify optional CS50 Security 50% Dimming, 7 hours' I FP2 Double(203,240d, ,80VAC)l HIS color orRAL(ex:RA17024) CM50 Median50%Dimming,8hours13 FP3 Canadian DoubtePult Internal Housing Side Shield'! CC Custom color CE50 Economy 50% Dimming,9hours`," (2081240, 480VAC)' (Must supply color chip for DA50 All Night 50%Dimming° Surge Protection n0kA standard) required factory quote) C530 Security 30% Dimming. 7hours:b .......__.,,_................................... CM30 Median 30% Dimming, 8hours^, SP2 Increased20kA CE30 Economy 30% Dimming, 9hours" DA30 All Night 30%Dimming" 1. Extended lead times apply. Contact factory for details. 2. Mounts to a 4" round pole with adapter included for square poles 3. Limited to a maximum of 45 degrees aiming above horizontal. 4. Not available with other control options, 5. Not available with motion sensor. P26-PureForrn_area _nnedium 01/18 page 1 of B 6. Not available with photocontrol. 7. Available only in 120 or 277V. 8. Not available In 347 or 480V 9. Must specify input voltage. 10. Dimming wilt not be connected to NEMA receptacle if ordering with other control options. 11. Not available m 480V. 12. Not available with DCC. 13. Not available with SP and WS. RPAs provided with black finish standard.. 14. HIS not available witch Type 5, SN, and BLC optics. 5" (127 mm) 3 1/2" (89 mm) 8 3/4' (223 mm) �1Lr 7 r4" 185 mm -- i- �" L E 00 Balt circle 5" (126 mm) Anchor bolts 3/s"0-12" (10 mm 0 - 305 Imm) OV€3_surface mounting OV13_underground mounting Hood Die cast (356) aluminum cover. Body 0.2 0" 6.4 mm m tubing, havirl a 5 alLirl"linu 1 elliptical, extruded(6061-T6)( ) 2 8 mm dee ell t Made from a 127 mm wide b 3/ 9g M a 5 ( ) ( ) P. p Y wall thickness, mechanically assembled to the anchor plate at the bottom of the bollard with 4 steel anchor bolts. Two mounting possible Surface mounting : A base cover hides the anchor plate and the bolts. Underground mounting : The anchor plate and the bolts are located 41/2" (114 mm) below apparent ground level. Lens Clear acrylic, elliptical lens, satin finish and internal flute. 6LEDA/6LEDB/6LEDG/6LEDR16LEDW Lamp 6 -watt light -emitting diodes (LEDs). Driver High power factor of 90°!. Electronic driver, operating range 50-60 kHz, Lamp starting capacity of -40°F (-40°C). Assembled on a tray with quick disconnect plug. Access Mechanism Four screws integrated to the base of the body offer access to the inside of the luminaire and to the lamp. Base cover Oval shaped, one piece cast (356) aluminum base cover mechanically fastened with two stainless steel screws. Finish "Hot dip" chemical etching preparation. Lumital— polyester powder coat finish. Excellent color retention as per #ASTM D2244, and outstanding salt -Spray resistance according to #ASTM D2247 testing procedures. Philips Lurnec reserves the r'ightto substitute rnnteriats yr drange the manufacturing process of its products without priornotocation. For the latest updates go to www-tumec.comLUMEC 2382:.3 tura xte 5 reet,-,.;,Lu d o i CJ. iltl 1_r� llarch itlect. 1u re 1 C:v:l e t'-fl�4i Yi S; 4 iCS is Mair S.r?L 43L:.2 C� Chi/7 _-h,.fllijil.t_"--v lie, VA 22,02 professional seal Todd Shallenberger project manager project name BRIAN ROY client WOOLEN MILLS, ALBEMARLE COUNTY, VA project address project number project phase MARCH 7, 2017 issue date 12.04.17 Site Plan Submission 03.07.18 Site Plan Submission revisions PRELIm"INARY SIT LIGHTING i UR PRU""DUCT DATA] sheet title sheet number