Loading...
HomeMy WebLinkAboutWPO201300079 Plan - As-built 2019-08-19 (3)� M� � � � R MR RM \ WE ' Nk � A 056 ' I WINC I Wk COX j 1 um' V�ffla � M I ill 0)", W4, 11, I:UPITA- : INFOPMATION REFERENCES ♦BOUNDARY & TOPOGRAPHICIALTA SURVEY: 'ALTAfACSM UNOTrcIE 81RIEYCFTVE PROPERTY OFSRABB INC" rTIePAItEoSr. aRNN�oxEaraDAeeoaATEs PROTECT NIlYa9L W-1Sa uTED YN1wa 1 Wa IREYIasD�ur 4 900y •GEOTECHMGAL REPORT: 4TPaRraPlwwsu111—TENTIC, nowuuD DIDTEdwrraawirala• GAT EU NI1MSDi'. Zb:19Y! f.%IEDM4FCH>B. SDn *ZONING APPLICATION PLAN AMENDMENT; Pawn uT,rrFrnrrSnt str�T.nvw�wtar PI�PAR®or ecxLER EucIl�Erww PRI>JEc(wYBER:5ft19ml LMlEO Y41R15. 20D �:eEOiLG �BT 91, 9412) •FLOODPLAIN SPECIAL USE PPRMR: 'SPEOAL IIaE P4SIO-FlLOOPIAIx Flu F.tHa91' PREPPfiE7 BY. SONERENGNEERING PROECTNLMEER W 33m1 DOTED FBfElEBi 2f.2013 IjElRAFDOECPoAEEA 14 aolst •CRITICAL SLOPES SPECIAL EXCEPTICN: P�REIrP,w®eo1�e�-t I1¢IaJo dITEO wxol�rotx� •WATER PRor CTION ORDINANCE: 'MINORr es Ai AVw IAIUFua• PREPAID EFISERENpnD3tl1E PRCECT NIIMBFAVIZV WTEO OELE 10. 31 IREMS®APRIL IQ it 14 9018I •WATER PROTECTION ORDINANCE: vaT�n PROTEenon Dlq•IArycE-PHAPE FDRSrw attt>£r SraTID1a PNEPAIi® SY: D^NHE aJE1N�iINO I=1 DAn3) N Wf]BHi 39, 2013 *ROAD IMPROVEMENT PLAN: T303D NFRWBE.NT PLW FOR TENT fAE:I(PATMMMr• PfEPAIED SY 901 ENCIIEERINS PROECT NIAISER'. V 199001 MP NDYEWER20.WIHREV18FDINIAA1 .FINAL SITE PLAN: fPu�arPPwtPvl sTN ttrwEErarA.Ion-rr_Rwwtr PRFPNE® x'(: R019Ht ENOPEPoIIND DNS DECfI®ER 13.31N3Q3VIED IDO1R41 GOVERNING AGENCIES • COUNTY OFALSEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT c;:w—TEffvA=I TEL: N9499•Sa99 Az Negatz-lta UTILITIES • ALBEMARLE COUNTY SERVICE AUTHORITY C�1gRLOI rEeYI�uED IEL: pM19THa11 YA�11 TAX MAP PARCELS 076M 1-00-00-002AO 076M 1-00-00-002B0 076M 1-00-00-004AO 07700-00-00-011 EO LOCATION OF SITE NORTH OF INTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LOCATION MAP COPYR ADCTIE MAP PEOPLE PERMr USE NO.2U=556 SALE Iti20V OIMIER& •APPLICANT: NEA1e TMa. LLC �r .A RfMENT in aPIeAlOk 14251(Eo1RRON M12 1-0M9 90owLo A51STR4T.6NIEw91 CIWiLOTEaIM1lE.VA?7➢m Q16)�rww =Q TA 191MAL`T. AIAII TA wcx Lc 1LlaNIX1rH ORV1GESTTEET Y,1AxNMrON QE IBaM 81f%1[.LNSEIITERPPoaE9 68tmFAI—S aRDeDSrREEr FAIIvm DA3@t3 Ri19— DIXIrAW. f9WE10.1UOlHi PRFPARRTI RV BOHLER ENGINEERIN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 348-4500 Fax: (540) 349-0321 www.BohlerEngincering.com SHEETINDEX SIEETTDLE SNEET NIA160! COV WEET 1 SENEAAL NOTES 2 OYEMIL EROW WANOSEDIMBNT WNTROL PF A6E II 3 EROaCN N/D BEDWFNTCOPITROL PHASEII M-AJ EROdONANDSEowENT CONTROLRMSE AI (=ONINi,oN 4T10N OPLYI EROHONA!!0 6FDIAEM f:ONTROLNPAPAINE S EROSION AND SEDIMENT CONTROL DETAILS 7A E0.5 DETAILSAND aTO1W GVMPl1TAnONS 7B-70 PTE DEVELMM9RENTBAP MEAS a PoST DEVELOPMENI SFPARFA9 S PRE CEYELOPAEM SNN DESIGN IFFORNATON 10 POST DEVELOPMENT' SYAA DEMM IIFOR Tim 11 NIL_R 0t.IND SPRRKI SYSTEM DESIGN 1E SYSTEM A -DESIGN I FORMATIDN 13M13S SYSTEM A -DETAILS 13C SYSTEM R. DFMGN IWORNAnM 1M-143 SYSTEM E-DETAILS 14C SYSTEM C-DES[" IIVFDRIMT1oN 15A-1513 SYSTEM O-DETAILS 150 LNJDFILLPoND-DE81tl1IIFORNAnON 16 COI{SINLIDRt3t1 DEfA1L6 1TA-1TB YYEOWNaANDBENTCREEKPA MMY0RADINOP.ANOHEETS MFCR INF Aw"ON ONLY) 1aVbiSM 5TH STREET STATION FILTERRAS AND SAND FILTERS APPROVED by the Albemarle County Community Development Department Date File Z-0 3 tg®o om�o ©R��O APPROVED FOR CONSTRUCTION crA or. .ILL= C4ECIEo BY: DRN DATE 12N3N3 SCALE AS NOTED WPO PLAN - E&S PHASE II AND SWM/BNfP DESIGN FOR 5TH STREET STATION LOCATION OF SITS NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER ENGINEEE2R09 BLACKWELL PARK LANE, SUITE 201 WARRENTON, MROINIA 20186 P'w Fix: CM349.0011 DANIEL R. MINES Uc. No. G43176 LL 1 W24114 COVER SHEET REETNAEER: I CONTACT: DANIEL R. HINES, P.E. r rt -r-r - �--� nra OrF oslms7 il1lM1Ei TC lCw'RII IPAPS) RFiY�R nlRl� 1:4iraN iv tlAe VfY-NM 1- r104'It'1 AwpE •PrsF 10P fire W AIR rS.l_: MLR04iI14 aan Ei1si IW mIPAU �snaEr In d,� aRru M7pr Im7 slam ar AKed6r - YL711i rIo.RP311r AIIEIC er 1 / y � I u14eRrre alonE rmuum tr alaiFru' 1R A rR� rnw u i uE4clNnux 1 ax A � a�7 a . 4 r-r r-C ill w .-,la x.wc ... F�JAa1- lv-W r-d NJµ rPPz nc 17 e 4 tr4 _ 4'-0' m.au !'>IP±-iR iYC t 2.5 lx. ram• -1a1 ti4r4 a• mn m [ Y5 r } •rr yW JM r i0E-Al m 'N��.'�'�• •�'. �"' P... wY/IIE Ill R6 R,MR �-04-07 M �fAilll��III�C- �k�11� �LLq m, 1I Pt'UwgsPE7o I sac-w1ma� F VANH e awwota e 1x±IReala HlR m 1naArRPraPe roelvReP1 �T7alEPDR symap" cairrra±ancl9 � . } FL ;VSPLITTM MANHOLE DETAIL - - rar+oalxu - "ETA" cllfi;OaRriE amQamrwPF TOeAFAli791-A - Ta FlAllaslltlRr YYPRIL ��N � -YYPhii PiL �et� 9Pm FWWSPLT TI R MANHOLE SECTION earlaw jFTE X -1 r7r xnr t: t rn t � k � ♦}' 'n. ' �^' ,. .,I SAL .."• I ,•ru .«xr I:: •n-.:.-�Ar wawa'-'ir�5 - '` ..._-•-�:-. e• iv-..-r: 17 'gam {sc ILa-a L I 1111E 0 01I71Er h 9 PIPF 9.6 r-W r-? I- 1O 3 4' wP-YJ r.0 !J � �• f- - •S'.'i •y; �. r � N![CAiT RLT810FAs 11FIIT i 9 • ....,_.,....ti-.. ._ 9TAMWW 000E8rIt1i1RLT60E1 ! i SAND FILTER PIPE DESIGN .wM a_FOY.... Nwil... �..... w*mw rlrr %WW 'later OPW LM_ M taee61 Nor. fie I a711m" C I eVPe7nr �t A.18 BF1 • 41e7b 410M 1S 3152 0444 4675 ..4Z.Z 8F7 A-14 41375 41544 IV 12L22 l i.rA% i SF-2 Ada eF2 41i9O 4/450 15• a1A6 � 121% 41675 � 42316 N12 M13 41&75 41494 78 100 lam A21 01.3 41r25 41740 1S I 12. 1396'.: 41596 4z8.� irSF Mil 413 bb alb a5 76• - i6 Fa 11� OM, Ms 8F 4 I 4RIM 41160 1S 1641 1.63fG i{ J...4tLb0 420085� 8F4 A4 41L41616 1S =17 101% Ali L-a 41b#1r 11 E >m VAULT 4+SR Amm 184017 4�A%4194MM ROB Wml L7 '\ ; ' � IAE-1ME�'�R R t OlR I7E1FR t PAHIC_„Z a b4' �GmvniExaw 611rmslrm - ]IRmYPPEI I r LarLVG --IR•1AP/rien Pm WP8dPa11AT81 PSC NOTES. 1 Rl1W C 8173Jre + lMWrAWPRWA= YnM TYPICAL. SAND FLUE DETAIL VAW.?actutlatPo ffilWtl; WrOw smmoaRKNOW sty# ---- _ SAND FILTER SUMMARY TABLE 0eaM4'. IMt/ar1a1R Rre AndlRem UePrlyd bYnmte; 7bW Alan i AIM Traltmeft bed NPe . Lwoh iA�.f , wG} M-i In.] trt.} ata tEr.i And flirt L. E .: 0-M 0.0 9 37 4 _- 8 8 - - 49 i AndF6ur� ((4 09$ 0:95 L 9 37 � 3 E +H A71dmws al" an 9 37 3 11 AndF&wS 049 CA 49 9"FOW4{t{ 121 114 I{ 13 44 9 R 58 9 33 3 I R 45 4 TRW 4.95 4.R5 I i 7aW width I 1w.tr Ells. Out ih•! I ...��.� --t. 8 141450 -4si75 ! S 8 t419.50 14157S I ■ 8 417-W 41550 s S 42100 .� 14USO It I R 419M �415.SO F1iltw eQW&StdngToWe!br Type 18 Tyw !I S[teet Trmm Ara4411e 11Wrm etratl'Bbmb Tree sm um M) 1ePaApYlrl eardrlb+ltxl8 OPatrgb Aria 4.o-a! whm c. om 4dwft4 - Clio 4d w 0.23 SIwAbod W 0.28 ddor8P8 149 al i2P4 0.36 lonsma10 OA6 12xSwftl2 ¢36 i3td'#7x13 ¢77 AvaLbi" Rh m Skao M bft Tm lax Sm F1t1 1 OmbmW A- pwaal wllare C-L68 QtR#Aai 0.28 Rterdwdfi6 0.40 _ BPa crop! 402 cr lW O.E1 16td w 1trd0 0.78 -l2xBwW2 cm lax lw-a 1.21 t*,i+dw.utmlam.aFRFon.Raefa•Rrs��leaamaaarwwcm IrvaRR�*:nrwll.mr.Rr. oKuezwPbNN731C11a71rr IttlTpr6Owr. p•cw+ip 9R1Pwwelq+�..eraq RU 2Alm10FItl4ArIW -Sl prewllEi44lSw11 W 14lMf�dlaErPwrrdo7bMmw4>h 5 NaereeeelWOPr.azstw7-l1Rav�.-�•�aYcantrnrcRaflrLnaE4lPrydwlLEil'icl�lEtliilr rFnubrfan+faailalnlc.ypoe6F1ee140eerMEasElioerrlwFyw.leltl aRPrrIIEj�l.dgrw.raRR�.. Rmttienlrtfr�lPym1 4 Oardt'.Ravmal.:x-al.alw.dE YRRPitrrrPJ "No-am0 A dLw1611fiffif�.mrRArmlatltrrlrlRrsaahw.m �efmdLdr0C06r:18FbunrzaFnhtl. FirItlYR! irrtF last rr d W lmlE YR eu: 41F aINP m6Ahi ab Iri+r 67 Fbllo. 4FarairrWtlomlR[6:rIr.7MnEmrslwtrffiIpBcllPpg wtrmGflPA'0.E1iIPj r.narFeaEllwr,aEetrw6-eglar dd.rllaerlq.d1Pk41bll.LdalFFklaFa G IELTERRA SUMMARY TABLE _ P4 x spa O.A. c 17- kn _� TV" ►+ $ jt{c.} VehFe aym'RS � W al i � :$ ! 0.44 M95 a n.7s FT 071 am ss [ 1 8 17.83 fr M OAZ 0.65 � 11� 8 FTIB•t !• 1�. 0 ra O-W ® a Fr •• 0.57 050 x® 4 . t Fr Ch On 080 xT d s F710{ p ���Z .? 0A5 045 R .3 FTM-C 045 ORS ® R a2. FM-C 9.2R DAD �6. 'j R 4 0. Frl&C 056 Oa5 ® 19 zd83 FE1R-C ! 1t1 5 0.66 IIl 0.L5 x 8 zuto Fi1E-C Q75 ( Gas ® g 4 16.73 fn&C I a3s ales � 4 1 FrER{ I 017 I 0R5 } [ ] 4 FTI&C f lumsims 0.21 E 095 ! 4 FT01{ I Mn t1aF.�rr 014 • 005 ! ® A ta.6o fOR{ $38"*m CL33 095 4 1597 FT MMIE18 rp��Fav FRFEMHiOVAt E 097 10r 4 1477 frW(: MAPPRCPAI t 025 Om f � 4 FT commemOS1 OAS ® 8 te. FTV14 coae16i1re t D-M L7s OM ® ! 4 F7ER-C a IEmm c i15x] j B 5u11d4rd FT a low" Rw APPF4Vat e AlfdR 1 i 7 elrna l o 4s REM0VE0. l I ' I I APPROVED FOR CONSTRUCTION A9FeAT FR. FINAL SITE PLAN AMENDMENT 1 do FOR 5TH STREET { STATION - _ _ I =E71dkN$ NOM OF 484 RET ME N 6'IH STREET AM AVON $rREFT EXTENDED SOOTTSWIEMAGWMMIAL AMEMAKE COUNTY. VA [op BOHLER OANIeL. k Kwu Etc. No M176 k. MIMS A Rwr try PROPOSED STORM PROIFRE - 4AP 2 TO An STORM ~% Itl®ert PROFILES r-rlemlx �H)7'F>�Ry/,RP m�I1�N11pL al7arKa�•c�] 1IAm➢wl����eNMaF /iwl mnA� i1E M arm MROEETAwIAeetl z PEtPalq alErirAnsPaerrruPP.la pe111RTaq FarCBMIL����-.� _-___ L 4- T..-_ ............ _ LR-]e PVC GN81MQ - __ {CDRET PIPE IArY.np YPeEeI auwm 11 RwIC a 6PllC C Sf M } usr F r4P we r2P MAa ,1 MEEMaCP[r!4 A [t \ 1 eRvl wRAl PIR+Dm Br ,rlEaG31- 1�1�:PeM. E Rl?meb ei - SeITDk d-A fDE3-rcwme' ..._F_,iW __T 8101P4n r,r'� aMe lar 7txrx4l r AF 9F'LLD PF�r �m MIGE NG GDMR - . IY DC. s�"xralEro c•^nwpm �.m mown er4ra P1rDpl'A'SF I�u]�1�lQil� lelfl`.ADT IIgL1101MAi UIMT I,-r MANIIONr WIDTN OOl": TIOM u ;,p we„ f�Cfd 9�reigskF• m Systems IMi IMarWa2oaion-v03t AxedavYP gong Siaae p +r Arcf penelletwPe c e a.R Dulles pill.lT4eq -- h6ark4 uptoam 4'801435FVC 4xe Dr ax4 D.m ro 026 w SUPIA PVO F SMMrdw h27 b0.ra a'SDR-om 9,:3a SIB aaFtza12si fL'D Lv(.3e NSCM45 PYC Oxe, Me DAOiIRA9 b'9GR55?vr 5x12-IZA .... 1$,$9Iu0.59 5AN,%rrw 7xa or 13.7 GM to 0.74 ,T BDM.M1S PYC AvNealePturd'rBm S>.ea tn.q ttecpinm4rldetlFWdeeIlE11. Wmerb ratrre84Alra (wcr­),e.h wr.c.D.m WIIss Plpe 4riadx4 upis 2.32 4-SOR•3SP'PG 4d nr5nl 034 to k.d5 4•SORAS PAC I St..'ad exs amt.0.50 4'SDRaSKC I& adoaadx12pr72P1 0.61 bOL57 4'60R,w PYC Sal0v1Dx5 p"ba" IT SDP-W PVC fibYrr l2B SP4101.W 6 uomaSpvo 7x13 Q 13xT 1.01 b i.xr 5" S13P35 PVO NCW 1. AN MP.Im ,d 3A Isdd*hw bTC) L A_1,v dA4441'FVD laNu 46p1, P41 rd. INVWWeEyy.rrxna.mtd.riv:zmA- L LMM%-ahcr- ax MMnY }k9,, w r 4 emh wsuei"ro r useo L bDx xE70 rR4d sWls Carrl,erdA OnwdPprAnbvNI�lR.pt„.awhullRtNMS-ArfsP sVOMM. MAKFnr6,v,Ccr,YrJLatlnplPr,2.eSeNCNYV Flei4EIY"Jk1e441e%MirdWsie,.NxR -yra Fa'Jn'J. S. PYVaxd W='md'Frltlb•sNs leYll hladtrtl yo�,o4 a9 W11! A 7LF Pa"IsW iP WHbrVAftA,VEDi, IwrW mr F1. 4*4 kvft MUAWAWAVIWe two sxlx � GFPrc aE7MDur mucI. 4 ei a�Dn�i �y� G'.m w t� eLa . I ;Ira' Mmax AvaF. xovxG 1 laa a2Anri +aP aw,` � t uxe 7xD D�lna �k _ Dae1L sera wrxmlvw 41aNe PepdFm x.waeelsr- uuun rgPMMn m -pup .' e PUPA urori PMOVOFD BY 4Ax,Nsr S6C.9➢TLA� IImoxi10L L w rxEE NTAn DrnEr DTr & $iC P:PF �. r-r i Ky' Ir1 so r Mwm P,c VCOPoVIMNL m CRALtS rK W.T R71Erlm DMWINa AVk,'mc w 1,FI I aR 07-C7-06 aft REr-a �'•iJ1AR1���l i-FJ LJa mTanRIMNT �!� .i ATAIOAIID OOMFlOURiT10M - Y-a' r;t7rtga f45r.1ry r_- ______________ _� I I A i`•�NFP I _3 PIAN VIM .MESSINNNDLE 'tFRRPAINE Aoki, GRAM, a PA -A rUSM r 7 Mpg 114>T ~' aWE �0'±ER I J4N4nON GNMEI:R " >5 o'lkit PIPE i'a 7c FlLrftlRA CtA'Ie!{EPED �/ �Gii2N a_P. q ME71A AuNI! tls To as r pum AMD urm 'OUT lEPAL-I.lr.' N ! III F3^ Na -- -----'----- aI __________ __1' + A A Is 4 I� c; I . 0 ____------------ � PLAN NEW al worn CAM . iRiE FRYE ! am Dbr A lOP 'all! 3 O DSr M ICP M/a PVC IfE �• FI.MI! ,t6 41WIRD d pW®01, aeurAN:la; pa+ sneR � m T a$ rMe wow �i APM ". P eleM1 PIm,"JLp w CCNIEvI P1p Fee: t'pMeedrm N1lM OgIW en CAIm71 hT L911'n,eIDIQ IeleDlear.� ardK rild:vcD Sr cD,mra SECTION A -A k j4 Sg 0 • 7epryN, PIIN I!e` vNM1 GDalydlp Il/de JVIl'bn Imlme gjry��I1`ryy�_e1p1//�I Nhu ldal Y -11110 gWlp .q O,M' YM Awma PIII e71111e,' i chin., 1 ga WNTWIf PRECASTFILWMMUNIT .Ar *ago ® TIC INTERNAL BYPASS - PIPE STANDARD se ..m,:lr.nrr 7ewMnm DESIGNATION L I w Lf>r�oMs OFltI� I e x d 5'--0' 4'-0• A 5, G D a' SOR-� TC , 4 r g e'-0' 4'-0• A 51 4 D e 6pR...R1 PC 5, 4 e'-0' 4'-D' A. e, q D a' SDR-3'J pyD A. e e'-u" a'-D' A 5. G D e" SOR-75 PYC 10 x 6 10'-0' e'-0' A 0. G D 5' S9R,75 PYC IS . a IS'-D' A 4 C. D 5• SR_70 PAC IS x 6 t2'-0- e'-D' A & C. D C SCR�iS PVC �P-d-D' - A. a C. D e' spN�be PPc \_m FILTERRA rNTERhiAL BYPASS CURB W714dUNGTION CHAMBER 0-27 0.85 IEEE rnelEl nuTRgNO PIPE eJCCAeND PIPE TOSANo-ILTER TO FLONBPNTIFA MAJDIOLE ISEE� Asa PIPE (BEE PRCFIIE FOR wxrlNu411011) FLOWSPLI'TTF,R MANHOLE SECTION Nor TD 3CAIE I I'�L..'. ISFIc .11-11?1 I III Il --p�itrlr t. 8EE0LRAlL9PRrNDEOaVTHE TYPICAL SAID FILTER DETAIL vATEalu NMs AJ1D DaaNaDNs. TEPJAL lIRERFORBPECPIC aCALE: 1-0- \_m FILTERRA rNTERhiAL BYPASS CURB W714dUNGTION CHAMBER 0-27 0.85 IEEE rnelEl nuTRgNO PIPE eJCCAeND PIPE TOSANo-ILTER TO FLONBPNTIFA MAJDIOLE ISEE� Asa PIPE (BEE PRCFIIE FOR wxrlNu411011) FLOWSPLI'TTF,R MANHOLE SECTION Nor TD 3CAIE I I'�L..'. ISFIc .11-11?1 I III Il --p�itrlr t. 8EE0LRAlL9PRrNDEOaVTHE TYPICAL SAID FILTER DETAIL vATEalu NMs AJ1D DaaNaDNs. TEPJAL lIRERFORBPECPIC aCALE: 1-0- FILTERRA SU11rI1VIAR Dim Btruldure [Ac.) ValuM `n�}iDlre Openn B (R.I A•44 0S8 0.85 B Adz 0.23 O.BS x 4 _ Standard FT SfaMard FT Sfandald FT ON 417.00 NSTAL D-22 6.46 (Las B FT18-C tIU1417.46 7B,5UD560658 StandardF499.64IrALDD-24A0420.85Standard FT15.57IN6248.__0085xStandardF15.06IND03D085FTIB-014.95-INSALD9A022i7.85 4Fll6C15,35IN8TALL6311B 074.085B 78.80INSTAL D"p�30....D85FTIB-013BSINTALD0.38 0.55 O.BS 8 FTIB-G17.45 WsQ PQ F' u aI V hid iQ 3� S � w aEvrsioxs REY LATE COMMENT BY 7 erz nF FaR APPROVPl CN! 7 tgnns NMDR srtE PIArr DAR N.ETlOMENr1 4 11RMI1 LETTER DP REwSION DRI 5 Itl9/Ig AMEngLENTII 0RH e Mlillg LETTER OF REVISION CnH r K1JtF NAENCLENTa DRN AMEraMENr7l a Ml7ne MRFPPROVAL OM s e.5rle rvxEnDLFNrN DRN 10 aPAne CONMENr9REN91pN9 IlENONENTN mslgL u PD!\ uA[ ..Han- f bx41 ....... a ,_ FfIB-C 417.96 gee.DD APPROVED FOR IN rnL 0 1 13 0.62 0.85 B FTII3-C _ a A qD3 s6- ` CONSTRUCTION F74 0.21 085 6x4 4 aU800 Fi6A028D.B5K_4StandardFT41225iiii. _._._ ... .... - PR6IEOTNp„ V177001 DF788.....027 055�4 StandardFT...at2,70 41230 CHECKEsr. DRN 5x+ .8 412.BD DeTP' Dalamts I-zz67aaesrIe-coS.D+aBs.00'�"°8n ED I-24 0.45- 085 FrIB-C 470.50 AL 0 I.28 6.38 _ F178-C_ ���� 1 41082 PaaEcrl FTIB� � 410 50 MINOR L.a+ aze ass a x a a Fria-c ass 97 SITE PLAIN INST wz ass 0.85 Frle� s9.73 46ssD -- AMENDMENT IV AL ED B FTIB-C In.55 407.70 AL D 149 �0.37 0.85 a 41 +.60 FOR INsrAL D ">_sD _ 0.10 ` 0.85 _ 4 - _ � , . _Fi'le-c _ +D.e7 4,1_uD 5TH STREET INSTAL ED I-51 096 U.85 x 4 FTIS-C -- . S - 4D750 STATION OVERALL PHASE II SAND FILTER PIPE DESIGN LOCATION OF SITE Sand Structure hrverl Plpe YeuN Y/etr Blev NORTH OF I-64 BETWEEN eo•In. I IelcawkD MPElO Filter UPpar Lewv UPper Lower Dle Length SbPe Bottom at 5TH STREET AND PLnTEa i R-DPraPLIrIER AVON STREET EXTENDED FLOW$ luwnDLE uANNa� ID Structure gCOT75VILLE MADISTERIAL la3 SF-8 40550 4D9,aD t6• 13.E tz.azx ALBEMARLE COUNTY, VA LnrFa 8F8 CI8'1'ERN 404..2177 404,10 15" 1D.00 tA095 -- wEJR DTOUeAaNDFlLPTIEER�(EE RTa..... _FF_3-17-BA-- 8F-7 -._.4 4..-10.7-520.939a2w) SF-7 orm.4a575 15 _. _400-,00 4W 50-3F7 L6 11D asas0 ..... �t BOHLERIEEE TABLE at P15" 6S0 1.549 FLpsTCFIMIATDM aEEPOER6IrEL1IR6 cpNnnkt BF.a a1D.tOd10A0 15' 71.07 9_Di SE-B ....... ..-._.... .- .......-..428A0 41350 abLACKWELL PARK LAE. N BUIIEz SF-8I.77 406.00 406.00 15' 13.30 7.52% WARREPRON, NririINIA 20155 FLOWSPLITTER MANHOLE DETAIL o-_r7A SF-841a,D0 413.90 15' 7.19 1.39% Plxrls ryw)s49-amD SF-9 409.30 478.80 SF4 D•25 40930 4010.10 15' am2.00% Fax: ISPOJ2W-0971 NOT To WALE- __.._._-. _- _..... __ ___.... _.,�___- _ _ _ _-.. wr Bu11:eFFli9llreerl7rg.mm DaDA sP-10 411e.DD ats 90 15" e.s2 1.459i sF-ta - sF1a o-ze aaesD - - aSsoD 15r'- 3sea-- DSa7a -' ao5.3o ai6.5a BF71 SF-ti - - -- 477]$ 41716 15' B.OD 1.25% 410A0 417.30 IT- SF•71 D-31 �- 41DAD - 410.25 15' 8.00 - - 1.57% -- SF12 ---. F4'S - SF•!2 SF 12 43a _ 407,Sfi - 4m>!D 407.55 40070 408.36 DANIEL R. HINES Llc. Na 043778 15" .. ... 15" 7S0 BSD 1.33% - 1.549E 00.e6 SF•t3 F2B SF13 40380 41L5.70 Ap110 15' 15' am 116D .. 115% 1-2ggg 4DiZ5 498.75 9t'20I76 SAND FILTER SUMMARY TABLE Drainage Im11erNDua pre Sand Filter Clearwall Dllunater 7aiai Total M1EErmtE: Area (Aca Area (Ac-) Trea[meM (rL) Bed [+LM [R> Pipe cRa Lengdl rla MOM (++a Inv. to lm. out STRUCTURE DETAILS AND '1.08 +,as _ to 41 s'! x e +oe.DD 4U4.z6.,.,... 1.18 92 35-._..... _ _3_,.__., s �e_- _._. d 8 4os.7s 470.00....-4CB.00 400.00 COMPUTATIONS 13----- 46 ._.-S 3 8 B2 x 8 413.80_ 4C9.30 1.24.. _.... _. 12 48.. _._..._- 3._-......z __ .._8-__ -415.90 409.30_._ alEErxuNSER: _ 1.14 � 114 11 3 B 58 x 8 41715 416.40 1.07 1.D7 9_.-..._ _ B _ 55 - x' 8 407.55 400.80.. I 10 3 _ x... B........... 40170