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HomeMy WebLinkAboutWPO201100024 Bond Release 2014-06-24 pF U�rriN Qom* 6 "g County of Albemarle 4 y Department of Community Development �•• - " Memorandum Ana Kilmer,Management Analyst Greg Harper,Water Resources Manager From: j.O, ,hey Oftb Division: Inspections—E&S Control Date: 6/26/2014 Subject: Conversion to Permanent Stormwater Management Facility The requirements of the stormwater management and water quality component of the water protection performance bond have been satisfactorily completed and this component of the bond may be released at this time. The permanent stormwater management facility(ies) should now be included in the Stormwater Inspection Program. PROJECT NAME: Glenmore,Phase 2, Section 55' (A Cottage Section) TMP: 08000-00-00-09400 SITE PLAN NUMBER: WP0201100024 FACILITY DESCRIPTION Type(s) and number of BMPs 4—biofilter — — (incl.non-structural) 1 —manufactured BMP Description of Outfall 30" RCP to 20'level spreader w/riged lip (Ex.24"RCP from 36 Chill'riser) Water Quality --- ®Yes ❑No DesignStorm ® 10yr _...._._.._...._..._❑ 2yr_.._..__._...._..._.___.._.._.._._._.__._._...._._._...__._....----.._.. ._._.._.._, Any Additional Information (incl.stream buffer mitigation) `11 A copy of the site plan and details of the BMP(s) are attached. ��'"�� ��` I:\DEPI\Community Development\Fonns\Inspections\SWM Bond Release Form-conversion to permanent swm facility REVISED 3 8 2010.doc • STORMWATER MANAGEMENT PERFORMANCE BOND RELEASE PROJECT NAME: 6(2nrnorc /` St_ 5 S- S PLAN/PERMIT NO. /Jpo ao i 1 - Uooa V DATE: � 'A3 ' p1 (1/ This project has been satisfactorily completed and the stormwater management performance bond may be released at this time if all erosion control inspection fees invoiced have been paid. Otg i\ Erosion Control Inspector ACi—fu2— kl,_\ � � 6` rnrn � Accounting Department All erosion control inspection fees invoiced on the above project have been collected. Chief Accountant Date Cc: Ana Kilmer I:IDEPTICommunfly Developmenl\FormslInspeclIonsISTORMWATER PERFORMANCE BOND RELEASE REVISED 3 8 2010.doc •1 a ., FINAL ROAD & UTILITY _ $ 14 EROSION & SEDIMENT CONTROL & I R f Y,ii STORMWATER MANAGEMENT PLANS 1.�`°=���f� �I � a (l „n,iF_ !fi �� ��:j/�� 40 .wiz g GLENMORE F` . xj �r�,.,r,, e PHASE 2, SECTION S — 5 �loso AU,Nr`u % '` a Zo (A COTTAGE SECTION) v' � " i j':. °1°¢ ' SEE SHEET 3A FOR 11 „0ic°dR;Q 461 \.� P dx g CONSTRUCTION PHASING s'1 ee°�uco c1terti t{Iiiflfiavf�\ 60+° �1 Di @ A i ��„ „Jggo SAY.fNRlI13�k`1�����• E¢¢ AND NOTES G ��>eaAPreo r? w am$ ORNATE ROAD NOTE Wet 4„� a%�® Rio�`�'` SC} �� B Z $�' IV IN 1X19¢V6oPI O AIE TO l 0104T ANa W t '1�' A`f OC P Y 1, �4f ��i�j�4 O w 6 [1DaI0RE VRITY AsSwIATla1 AND I /�'�ix�'� , W R. SITE DATA :�liner iD BE ACLERTm IxrD V➢Drs sEeaDARV 1m.D srsrd. El i- rdy`r 1 _ Mtf+ LEGAL REFERENCE INED BY TiE `� :.,,..4A,Q�dl/' i � Lys f/��`,4 tmv®lofre " Iu�nls APMDEn a o 10.del. DEVELOPMENT STANDARDS A`l� r ��111„�>?� VS COWS M.:WM MAGISTERIAL CT RESERVOIR WATERSHED FOR THE GLENMORE PRD "".J ~abet ��'���� ELLS,. 9n .mTTyyn:c NAG6lFRU1 w9fRIR mllltR F.au-mOfi-Ols AMMO...w 007 .�.� ?ram �nvm®..mom. / �,, t�f 4: /) 441 © nusnc JJmlmJm SOURCEDF1mE All currant oral future derelroment Whin aemre Nell conform to the following etenne.s i A�'r ",./* .- DS.3E D.533 IMO C tun AGRICULTURAL-FORESTAL DISTRICT �,�4b. ��/ 1. Srtherb for rNiOmtlel uses anal bin �►_,� ,ems A -,� �illa OWNER iA' aLIT vi-c�iilk rgx.n:�. .. rant eery o ie Vann ero mall p.own!owe rowan emtY-rJre ran re.e Millie. A �(� t:4•1 AbG\^mtuE Box�TES Lowman PANTOS. S .� a pe neteSm.anve m.o-me rare w w sweep en ero nol reed .4��1\ ', _�. 01.0.11TESHILE VA PM SEE 8blT anlW�-1HB h. Side eDm Relte�ee�tlmia tlu ogle a pN of iM al:lV N 11 Oe no leg lenen S �+_�",���A�S�t4 - MITUE SMT.0 liar.ID rlt. VOWS GAM _ /""°\t\{Rowlik PLAN PIIBAREnR.L.5131.GM Th.HP MnB _^ . ......% .. [. rOrMr Slde Yerw: uptn of ode ymde Imetee eeleemt to[vsm open Wme AM ASSOC.DC. SOURCEOF10P0 ll W an fen than l g e9 lest. IN DpM or ode Ymtf Iwee. .. ZIT nP�Avmi s..ers Ire. _ a,acme en.reel hat er eeY mall W m leas env pf svan m ma main I S .. Ie Albemarle County 093A4 taw tore feet frea w Nye ni rlpnt of nf. �h' RK H"i�61c0 a-gigs e. hm Tut D oteor o.w 11 ft,m fear than ewnty 2A feet a apt mere =!-z,• -•• VP JULY'20,•OOe s.NAL IN Or S�LLEAhD Jet line Wi[e elet,rpm epece W We poll Pavae cifrtn It mall then ..�... eib0101O OF TE ante oe 0%14 UNr/OS Ds ran leaa than ten It01 AT ®•E...4.�°°E 6 t t M1 1 mk IN 0mtletim an/ac/OS .ssEElT9Eveilw.sD.ts P. Residential Lot fieldelws VICINITY MAP '....'r'�,•'.. .,.. .. - "�... ors far APPLr l • ., .. �ro 1I�secrrol O. We Mall Now a anima of 50 feet of frontage.except fen J. WI-es-sae Iota More to minima frontage anal°e a Ant Elf.. NOTES TO APPEAR ON FINAL PLAT II' 1 7.%f;.=Lcatan a Ned or street w»IN women with AREA SUMMARY 1 P. Reg Late shall lie Runlet.. f ➢T LINE low umAF°LO'TurL]°FIESEASIeO 3 Me evelm building Nlme mall 0e 8 feet. TOTAL 55 AREA 32.568 Ac. i iLac ai Seat lit use s.°• A. tnt Mena linkages mall be Cl least thirty mi feet e1a. STREAM BUFFER MMGATION NOTE: AREA IN LOTS -15.153 Ac. THE OFV6WER EMMESS ALL 1165E xINN E AI01 SEKEN FAE TI CI6 penittN eo[rot/or Irrlppeet)m pm.sea mlm mail uce anY vt Tills H.RE AREA W STREAM BLLSEA OISTUDANCE OIICN IS mitts AT AREA IN ettM1EN�ILL BE PE➢uot f BY A.C.9.A. EA TO ASSWE Tim S. A ERN mall to ]IL Weer an rear f bi.t misea anvRre'e Len ew TKTNEtT 6g. a ALONG CARROLL CREEK AND IS AN AREA OF NECESSARY HCE - 3.600 At. ILIT Pon TNFSE 9TILITIE9. FI Mar than tM aDeAs•le C g pm Ks Mi AItRC�6nMIMMI FncrirLOCATIONISn 9i TN m. NOa rE Il.�ri Wmer sarrin Iumarur.owe TMv.tlrvem ream DJarmt. s Tp® sE1tEn CwSiMFnM Al0 .2.g TYE DEVELOPER RESERVES ALL TxosE DRAINAGE EAs As SILL gg 'Tn'DM. 'NTI�n� >-319 OF Tr AREA IN OPEN SPACE -f3.Bf5 At. D. that OR MINA.S�fwC an RLY mini.etoi,lIC Ne OIFE FErlrt SHEET INDEX 0.000 Ac. O0 p FF.THE PROPOSED ALIGNMENT SHOWN HEM.. ALIMENT__ NE Ate. g b i DEDICATED to PUBLIC 15E. ROAD&UTILTIY PLAN EROSION&SEDIMENT CONTROL& pp B. T.DEVELOER REmaE TIE owl BE nuRFATE TEvI re aN STORMWATER MANAGEMENT PLAN �US� W ' rag EA IENr AS NEass m. Law.TIES A"uTiwm SHEET 1—COVER SHEET ..�E�_ss a.o_;E a o EDT;E SHEET 14—E&SC&SWM COVER SHEET ROAD&UTILITY PLAN LEGEND o°m cg:co ° xru w F m mA1L eE DxIED AND SHEET 2—TYPICAL SECTIONS,CONST.NOTES&DETAILS p R OPEN SPACE ANEAs Aar IENvm wiTxTr F�vA iw TANr SHEET 15—E&SC SOILS 8,EXIST.DONDITIONS MAP <'p Q Ala saER mrEJE.roue xE Eieafls SHEET 3—OVERVIEW SHEET Sur ppplll re OIiEA VELS.TIE DE4FI N P, PISNi TD CtEATE W REVISE tll VACAre EASEi:.s xITHIN➢E Ott SPACE. ,,1 B. OILY ME MELLING UNIT PER LOT. SHEET 3A—PHASE 1 GRADING&OVERALL PHASING PLAN SHEET 18—TRAP 8 BASIN DRAINAGE AREAS EAmErf a e)( 9. ALL LOTS SHALL BE SERVED BY RELIC SAM AND.1.. —ewe— sAA'feANI S!RA th.aDUEcr MDPEmr APPEr,Rs TD uE Tx FLaID INsaA c mare N.P TDNES SHEET 4—GRADING&UTILITY PLAN SHEET 17—E&SC PLAN E O V isoARz�NNEaAEs A°Ei riE'Efi wAr°+�aom ALSO KNOWN�s THE 1°oD=vE•w SHEET 18—E&SC PLAN '1V\\\lll x N f nix o r elwos wn"1Bo�NISFEsii°06° SHEET 5—GRADING&UTILTN PLAN 6� ¢O¢ 1Dws o Iva DAIS:°aEe un°OmNv.,mo§. SHEET 19—E&SC SEDIMENT TRAP DETAILS W S LL E xANAGE➢IN ACCtlDANFE RM.WS l� 1f-� 13'am u N�iE"F cawrr�ilAim�Drernax aDlxAr�. SHEET 8—FERNDOWN LANE PLAN&PROFILE .-- 0 Q tD.FL%LO.anoisls1P1w 0Niw°�e.z.zD.sA Mgr SITE uric WETS TE SHEET 7—ROAD'A'PLAN&PROFILE SHEET 20—E&SC SEDIMENT BASIN DETAILS r=_ LgMM r ? rilE EtmEHr 13.LS�mE"EANEDIswv BTNalesa Is eAS12 a Ax ACT IA FIELD MN SURVEY SHEET 21—E&SC DETAILS LEE w OCTWd s man. SHEET 0—SANITARY SEWER PROFILES MH'S 1 THRU 11 ----• LRCM amwnn On 14.N0 TITLE REPORT MIS PROVIDED F THIS MM..W SHEET 22—SCUM DRAINAGE AREAS, :am,IIx•T-----'^- LDESRIURYtuDa Twit 15.UTILITIES Arm EASEMENTS OTTER MAN TIDE MOM 1Fmnx MAT EXIST. SHEET 9 SANITARY SEWER PROFILES MH'S 12 THRU 23 OVERVIEW&DETAILS SC2`�y-. � Y RLE NUMBER ' NO fps A io .4rA01AiTTiNE ErssEFv:rrari JMu. E wTm• 8 sun a aEtrm SHEET 10—STORM PROFILES SHEET 29—SWM PLAN BIOFILTER DETAILS �, GET !R.TIE PR[VAIE PoAR Rxsxr-➢r-KArs simni 1mEmi uE MSEar®InTEo :\ \•[5 AS NatEx6USIVE xeiNi uD SARITANY s Ea EASFIME TO TIE Ms.WE aaNAa F.mINTI,ERV•ICE.AUr IOPI11_,_._.___.___ __. ._.SHEET_11_—_OFFSITE STORM&SEWER PLAN.&PROFILE—____SHEE 2.4-- -SWIM PLAN.BIORLTER DETAILS-- I ts.ants Ptssttmotn an cmITIRTI°to tI°EI cis iAU'Tmoo INE 6vTDiAE-�IS®at _ _. SHEET 12—A.C.S.A.WATER&SEWER DETAILS SHEET SHEET 13—STREET SIGN PLAN ib ¢WO F0,ilaoNtLrvemmiueluyMM0Ifu4 /21 1 �� - , e Sr W DETAIL xAx GENERAL WATER AND SEWER CONDMONS t zqz om � 1.te v some pTM efelt of malT°Ie"r°I erofti.°ia:lilt Vise to'o�°•poer bole t. n 1m i PIPE OUTLET CONDITIONS PLAN NOTES as ne°e>:rrftfele a the¢tore e a o¢� �j (' OUTLET PROTECTION DETAIL2.me]ppea9 pr.aeelne°tuul.e et ¢ma naetr me pr n e a Me O 2 OU A A L. nr ]if]n AvuEr LL]olw�slws. iauet o-ee=lo°nus y°i:°e:�i�fei:iire�ia:iereli']un°°e¢oonleeil�::°.ern°Ct. y g d2 wnla Atir�ifcits rp t Arrexrtw o-nr ustrtm. " e .- - Ir s cwrwerw•s I¢marsnln ro]leO rwEr 1Knar]eonw 9.ui.eeerfel.en°eon.vet�peiieA`so`.°tilhlapne°.:ee ai.°a°nv N.°nee:.rle D 0°j.m 6 ALL L1fES' EawlYl6eaelae Tut o'Tt !P.I 0°°° .=�"ZEA - •prNRfSAM/Ol F1alEFf90RO1 ixW nxl29dN rFrm/xAI FJlaT. v,petum rvr ell elertltfvnr°nvm fn NVLf°na]Gev°etft Survey 07 JZ ro f/2 iK tTvrtOt lxrtwLL. e ` •iii p��99 Villa e • v r6wouFn lx mw CtAs ur xpr mzv.. _ nm M r p ¢. e-fiG0-552-]OOlI ¢2- txxav, •°:r•: °ir4le`se rel:"a ^r°ro't ..vsln`i°fnaw.a¢]i 9irv°nvar.°nt o0 Pax v¢r -••-3:- nee.v ne r°ter etc. `f-•• -•••;• PLAN YIEX l.e¢ an° r epp reenenr. r.etp M 1°¢.em wmm.¢r ra ¢. ���O RYx N.T.S. re oiseea0he ea reeeee t prwlee ee i4 L e'• �• ••',' velre°v m1e0 a°lut • v °I tM]1ne. e0uete reetrefnt lvr the �W 6 LL C63 1 OURET PROTECTION CHART UNDERGROUND MIRY CONSTRUCTION SEE SHEET 12 FOR A.C.S.A.WATER&SEWER DETAILS „��,¢a ii T° fmI n ] .m.e vm ii see°r°ente am me fe ° re NI 4°E PIT£ouTPAu MO La v aso a en¢°'reenOle`s' T�Ie Ta r poll`°era v sHL9fpF A-A r.eo mn mwr-n mni°m®r® ema•m CM Iltl Iltl Ilneneel Ifrenee7 ° tlp�•ee.°o°teenmeterfelle°noi]` tpemn°e`sere"lige°e�e'a ear p"seat CI (R�£ A - •e®16'6tP 6.0 6 7.5 6 12 eeaneL"ppeyt e1Iehea ee4 a v%I�efteree°° n°x".`"n°r ,fit 6# °•...••�,.�.-ram- • La•� 5.2 6 A 6 12 0 Melee^feuae °ecelllll`t a p ° eepretY. O W i� ��1 `a Ttllen`ti f n uiI treneneet¢nal Ttr erll mvpeetee fn •-��_ A 9e°(Iml) ¢ °88 1feeea°tteeeI°aeeee`n't:9i:nw pmetn. ALT3EMARLECOUNIYFlNALPLANNOTES P+ Cx ' . �.i� 1 I IDl LOt t x PftD f0.6 6 A 6 12 F b011cehe solely"�6]etivneeenell p ]1ea aM. 1IIj:A="fI•iiti±�F D 2 N ss GENEPALCONSTRUCEON NOTES '1-a :L t vOn]T la.M. •A f9•RP 0.9 2 1.2 6 6 ' ,_ NEABIONB �1-- i i "'Ii�`v°w°"e`:'il"pn`m°""r'Ia:e4�Ro a=letm9 ew] erMfMMt DE.ta.2008 ��. ��� OO• ••A 9a•6m 23.f fA 16.2 6 12 '"v oe vie 1 . mn vl Trmnpvr4tfan°tNe1oG°pll.'Tole glee 1°�0°w lFA...S.A. PPbj PM 22. -,r 1 e a°w T:ct;c20y reilat tp. f ne pe r n N _ - cr'eDeMiee prsur eM rewlremaeie v�t`°i�"e Dermlt Mrl w Ml1R?2.2Ht1 L° DIVERSION DITCH _ a r RN6xt ..F==w z. tpe �terfel.pntl nevacupa e� .n¢morn ea a ens er GHcetfvne entl eteneeree f YODT le¢a atneraee plea. e Beat w RATE 9.10.4 sittICAr,*it,toe barman TYPICAL SECTION 9. Denton me eat.tlm cpn:rpr•e .nm�na rp Ibis,-_lv. MA=w PLATE 2.142 01974x TAIIv 7E2 E9 2902 en""lea Iepr pee ervalen tvnireO°p ee Teeieliea eel"M'' ••.1° P401•f0E P1r1or olgelw PEx wrA1l'A' w SIDE le 1tE ]en mO BNCtON A-A .•.. • rr • :®®�g�o pI�El6fb6 r0rE0 1GpYE 160E55 OINFWr1¢ArM1FD.IN IR&9 ME 2 ° y;,,it•.V--1t_ .. AI]elopes ena efetwpea°rose vevt° 1fart111zae.°eeeea eM maltose. pr1E1 R134 QRO aOPFH TH16 NAY 6£Aery BY v.1 E%IE g .'�Iainggrxi 6' i1111I7 elevrevle a°pa fe 21 IneVII of NI: ei•e n°f° vvrm r. .eemn pAP TO A NtiLA AIEt Ai llt lvE K TE[tGr£w Or 6RNItt. "IMF,__f__�il_y�-f�uii�,� ° fn°e]e.lee°er oleos° v Oe a. '�Nu ii�h m6'-'-r�-Lr-'�yr-y� 6. peen,rlp�•ep°r et°wnazln mt�fnee 1�ce.°iI is avemeepee ea"e'- ---n=1Fp Ne polo en°Iep)fee a arefne0e e:°nn•l.e °` 14 t�i- =iiNaT PE *1. ). ItIl Velrfc e t 1 f n e 11 cv I°r°atn N•V1rp1^f°N°w•1 ry 6eartr Ve OSNC U.MIS a m� Flab 916-f 1��712Y=I�f�tlJ� --i - r vprp .n`"I cmt'pT�riae.. wre MAINTENANCE NOTE: e. 2paae pmieelll°plea ell Lee...pipe me..:ee eele,eeeee eeeer°ta {•IULY",2009 n'arignile�Ar REO) Iw 90]➢ftailL'R° 9' SlenM%tfvnrvruM°rprvune 1 ntelletfvn oust cv 1 EVEv1 M felll6.SDI.M Y r1[o 09XA �.,� �PFC rat '""Cm Rz.Ot xAa u rt6Eawr. ror tn.w.evacemn Sn°aael I29 cm P.rt f9z�. p®.9 IERSLRI vIM PE r�0�tt'�ti+YmB°6 Fn SELL tF GENERALCIX•STRUCIION NOTES FORS REGE TRAFFIC GENERATION AND 1. me.Allen pf Ott°r°pv°00 r°eae ltnln the to mp°ent l t<e`Asure�ln eevlrc0 toi toe°etee[t DISTRIBUTION SUMMARY m°ti'.0�r papa`��'°'�' ° z. °mo]anmf pe floe or e:a ore °^°I v east eaa°aiie°ma:PERfOOXN WE PROJECTED Aar-340 TYPICAL SECTIONS ��€e =e^t:•Ie; �^"Let;taa �ea,aa L In.fpanta. r (BASED ON 39 L016 x 10 VEHICULAR RAPS PER OAD FERNDOWN LANE&ROAD'A' an ,°v°emll'n�erm Isles ae.lm en9lneer me".°ue:itiee rile tPre°Toa _9 ROAD'A PROJECTED ANT-110 CUR SECTION INCH E PnI.DEenG6lWtiff ° e 1n+.e.r 1. pt p e. rev Q (HAaD Q!11 LOTS 0!0 YDOOAM IR=P9 PER OAT) N/N SPEDESTWAN PATH 92E0ESRiW1 PATH PM 9 e1rm"e' n aeeae an 9 e<mlccien pn InVufn l 1 6 Z O aefl lveeee1ne e e afm.te.Ebcl]en tn, ee1 porters D N Sr 16• W. ° taeeeanee n riele°rerfn.e ee n.ATM pi` °v" eitla°.°' H• 1 1 � pn men v pe nau�a ee 1peetfpnl npe`enom sa.fn n. 6QI S vox A.0•6.S. I' 9' 9' f9• PLI I i Ind°G rin m.m em fe a In 1 Z 6 '&'�''w+. r r r pe'eee efl to r.w°i'ea f�esel5 vur°i]eewre e`ie.an°levee°1:p.ins gp n'r.'�ap; �h• 1 �t• H• ° °i�rF°ee:.e°tI°e.re r ereil. ed tf]e ter aetn. ���N" s zl- ta•: u., al M e lil Tani. FrrN ,: c - 1 , m.re Y°n.ei9ea IWIMS. tn62e lea Ir e r"ever 1. -' ,n•t, mvma o taro ep°voo]w-9}..§ar u '°" NC , • 6. mere rarelnei�0°°90 ril v°`w°T'eeeRelro Fti.°°°mena°1 arlr°reY trio Wco,c ' I SEE RAI;SIOTS RR PAINLLUffiS. I ). Cotrltnence rIIe Ne e'el�utrg igvg N,¢nwlaer rel one often In�O PAVEMENT SPECIFICATIONS Y 11 a"£D e °'°er.m nt..p:1pn eet.11. ]r e. D RIGHT-OE-WAY AND PAVEMENT RADII AND WIDTHS tt clly e�eree p. O VanN.ra�As soxw 9EmAA6 Colt YwAm' w frCvr w fors zn rxC sz. 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CURET PROTECTION NOTE ....—i I I0 PROVIDE OWLET WOiECMN1o1HEMENSIGNS NOMONTIE STORM STR.'S 16THRU 23 1 H/ASE 4 T OUTLET PROTECIEN DETAILS SHOW,ON MEET AT OM ELOPE CPE ,m Y, co UNESS°M9iWISE NOIEO.IN AREAS WHEE PIPES OWFALLONTO �"'�� PHASE 3 d w S 8 Z SLOPES MS MYBEAOSEVED BY LINER E:000INGTIE RR RAP TO AMTIERAIEA ATTHETCE OF IRE ELOPE CR BY GRAMM. PHASE 2 o pp ry �' g q �E LL • y f s %Et RFF N n ' _ .. _ FEISIIIB 6P,tE f 330 7 O M 9 ::EiR V r; E., Cr i ro gPia + __— sn 3 _ _ — I BeoE I' ss 1lie;ra'' [& g0 msms -�� 4 4 2 SEISMS _ i t e. EE 1�.P.'al r• Ai "MIT �-ag ••• 310 G2 CO a �P0.7 8 1 ro T C50 i�5ii 8 i'Ss MPP.7A � ... � 1 1�yw SSAL 0.9II �i�,�. e 4 ti 300 -- QN NC • y Y ....446 W t�yQ7E O�W1AL£pf te 2m ,� 'ylo aLu 1 a �ti ® = MUMMER i i ®1111EU O,W 1w0 Ewr ,w0 •w0 EIN MO >wC MO eq0 1.0 MOO IEwO nwoA IITSIV7r+TenomlueNe NOSED,UNb•� 10/24 .• • . ".,•',:,; .: :::., N u. _..„.4 ugns:' , I . ... . \.,, li S 0. ',T- . ... , t,„„)0 till I . ' cl-Eivo.4Ni \ , C N 02.SEEtr.SI 1 2!23 •v41‘i:i! 4.I P •.E 1 1.111,4iir •. , 11‘ 1 iii I ES-I ..gC DM 66 . , 44051M 2 N'' + PHASE .. \ . .,„.., . , . • , •• • : . , 20 1. c6n t.kto: . N.4-, +„...A.ta, PAM F 6Imerfra-1-10,01Wir 1 1.21 21 . . -n.,„-, .. • ".\ B Z ,-_,........ ------ -,,---='•-razgril:INIE fs, ,-___ , ) /,.....-. „ .- -,--,- -N, ..:, ....,.„,„ ..,. . '. r .14 1®41 . DEC.14.axe ..- " r ED M.OSPE132,16 '- .. I 4 Mel ELTNEW ..„. W • ,..‹, , 65W RCM•MIR McM'i::',, vOl. t;wilia, I 0 ' .ArLSI.121.111%r116.1 RUMS . . - '.:e.461..,.././:'''/ 9 .. .". ,... • -:1111"....,,--.. :X ... ,,, I i' P "Aaue tosm.22;,..2°116X LOT ID f ' ' ,'MZ MT'ME ,:j'• '' . •,, 02.22110.. \ \ 11 • , • ...L. [.111:287200B) SANITARY SEWER COMM/MON NOTE& STORWIATER SYSTEM 01413TRUCTION NOTE& ( AS SHOWN , •AIL WO PIPE ISM BE MR 85 UNLESS OTHERWISE NOTED. •ALL REINFORCED CONCRETE PTE(RCP)IS CLAM IIIIMES3 CORETPROTECRON WE OTHEFIWSE NOTED. PRCRREIE WHET PROTECTIONTO THE TIOANSIONS HOMO°NINE •MAINTAIN A MINIUM OFR(THREE)FEET OF COVER OVEFI TOP OF PIPE CURET PROTECTOR DUALS SHCIOM OH SHEET 2 A700%1E-OPE •MAINTAIN A IONIA CF12(Man)INCHES OF VERTMSEPARAMON •MAINTAIN A MINEAUM OFIN(EIGHTEEN)INESCH OF%EMMA-REPARATION BETWEEN WOMAN),M,•• IMES. MEESE MERV=NO1111 DIAREASVAIERE PPM OUTFA1L MO IRDISEITHISMAYBEACHIEVED RYMER ERMORR3 THE Rtl.RAP -, BETWEEN WATER AND BEVER LINES. •VAPRAIN A WHIM OFIWNO.VO ITCHES OF VERRCAL SEPARATOR TD AFIAITFRAREA AT THRICE OF1HE SLOPE OR BYGRADen. i UNE& r •MAMMA MINIMUM OF 12(MIME)INCHES OF V8111CAL SEPARATION BETWEEN STORM NM WAm BETWEEN STORM AND,MM LINES. •V.D.O.T.STANDARD 1134.KU SHARP,El REQUIRED IN ALL MEM HAVING ADEPM OF V OR GREATER MET MOPING BAUM REQUIRED IN 11118 •MAINTAIN A SANWA OF10(TEN)FEET OF HORIIONTAL REPARATION HAVING DROPS OF4.OR OREATER.SEE DETAILCOI EMEET10. BETWEEN WATER.SEWB1AND STORM LINES AND APPURTENANCES. Z •MIRAN A LIIIRMUM OM UDR FEET OF HOMOMPLSEPARAI1ON g 5 •SEE SHEET 12 FOR AGRA.SANITARY SEWER DETARIL BETWEENWATER.SEWERAND MR11 INES NM APPURIENANCES. a SANITARY MHOS 16A &16, V4 PHASE1 ,.. 111111.W1111,111MI. • i MMI .==iiii=.RM,11 1E Y.O T 01.1.111 ., RziCiOi as.266 C1_O 11- if,bti'-rsE•A'1:hmR4V.7a F0rtcn2i.go21i._4re_a0: ,., I rliiir, RC.I 1 .,. "114ii Ig!I ita'=.m m I i ' ra1'il 1M1I1L .,• 11,,W 16A00L VEH EeFiLl wali3O wi4mmo-_'tL6AIL.gR- 1_.Do 90 val ?:: 83 EED.112 8, ME MAMA g"A'' MAINTAIN A MIN MUM OF 4 FEET II 111111111111111111111 1111111111,;„. OF COVER OVE R TOP a PIPE MP OWO 1. zwo MO I. MO MO 1100 MO ' I. MilMOVERDTIMIMEN30[062ENDOWDE6 meagre A 11/24 • / ''°a •.�"4,�a m�or�a (N-mq SEVER SERVICE u raa¢cnCnxmLs.Yy N 8 AW w GOOD FOU ORGION MATERIAL ROtl(Y FOUNDATION MATERIAL � .. m6 LOGG Dm or MINNVARIES BLUE v'''''my MDEv O Q�AP CAL ''""L TERMEN orMs STANDARD. § PACE AWE•mass v OM AN MOT IS L ME A�'�:P r u° oN n.m 0 hid 2 pm ylif_.. ram/ NYN 0 Ew .N Naar MGTO M .P w °T ror a .r 4gat mom tos 1. SOME TA Fora A TA Wm MOSE AG P OWL SEWAGE O .� .t.` KK nxaRRaA.. ODES 70 MUM ME WE DAM REST ON ROM AA PncxDAnaA w ROOR 5ML UNDER-aT ca+mnou Ax NTn."7:- , 111wma11111...pi�.- %^ I Ewn EID Dr Q li �]¢,Z 13 � IT -Am O - w12 PAim n...`. c! hew .... me SECTION smAAa uimAL - p�GR y.l Au MAT CAMEL I.y. `, LSD DIMP � �]E _l,.r�y 1 m... YAD„F WOE �•D ,N.. >O< I "NFL` ,ALL, IDACE SAME nFL PAL I min �vj',qa C�6T .. m& 0.„„DwtKO®awcwc tl� �, IMMO NrosTO jyj Yl W RIOS;. TM i�.Rw I wSrruATwMs T%] y2 mADF sm. .Pa lm ac mE a ANn '•°°aa'a =��=n=n:=n=x=.= na?!!12:: .tPn9°�WIA MAMA IS LOCATED VI A FL,ANCHOR cuv.PmmWO AAA ME • w...�°' m TIT W.' NwroM xMtwx 1Fr ,m !! PLAN ^I Q W MA nAL BA MEWL IRLL BE EwuACE DAA wu=• VI V LETS +' •I'� xlenewm`nw0wttwtPwji sac xroN.xr RE x.a'ev+m�auv. vADO? iLO•+e IP6 T�RxDb�FROM • _ SEWERULDER OR EIM Al SERVICE LATERAL CONNECTION P4 SAILx E BE AC OUT N ALL CASES • nrmle°atvr.s1 �'° mar, GOTWOADTHE 5.FIRE HYDRANTS MAU.BE INSTALLED AT LOCALISM WHERE N.T.S MEE ARE WOVE TNE PLACID AM INE x�AxiRRVARILL AKFP°t HIIEav 6 mE FlO.5-2 DUCTILE IRON WATER FR'°5x"!�"d°a R80YE TD-B IA DEC.IL 200 PIPE INSTALLATION &BEDDING TYPICAL SERVICE LATERAL INSTALLATION TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVE 71117,•1ROIKCLIR aE FIG.IFS ADDED M.Ia a000 MTAS-. _ I mAR.22.2011 RFm TU-7 10-10 MAW woratrtot F. >"f`•' 12I BEN SEWED TO FLOW I ! VOL ss IPE MA Pun Oa�v um °a YROaIj OAm. ����.A,,,,, PVC NEAL WO CAP offl MO L N T L H,• %• I.MN SOL MOM OM • AlK wa PVC b usnAK ALL MAW ` �- ••• n aWI xe^30 01 laa al tal al °O x otp �ryp/y��y� uTa u.w _ vnms WA r 1.b Na n STOW • Wvs:/ ve xn xm as 12- Ce��� I I I DATE u a tam Box lac Pc W-Y) , ky' Gam$, d (DULY 1E,20021 FOR ALL BEN05 Ii7M OR moo iy• u Am xv av _ 2• OWE NEWS aig tE] at at at Elgro - nnn MrK mem cm.�iautsR y :, � m �; /�eeDEAD AP n�►g��x. 1IS AMPLE aWNECOJN r NOTE .„. PM '� dtGT RO1C.. _m. m a Au n.usT.w z AEOOmu m M ADmr M i,EG• MN BAND ALL sIESi I- MAIM H WAIL IL , D A TYPICAL BLOW-OFF ASSEMBLY �'A °"" • � 1 INSTALLED DMINECAN•COOT• 1 •a�... CONCRETE THRUST BLOCKS + J MS •%-W REGION 1 1 C"0N 2 ''-tN TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN AYE R COVER STREET AACE OR a OM NTS MRCC psi._.: (SLE FIG ,E) NA-PAVEDSLORD AE 55 s-1 E SMELT SLAM DI no.s-he AT u AMA _ _ 9j"'Y SLOPED ARUJ TD-Y ® 4i L. 1�1 1'-O•YAx J(.ALGOT . bSGO00RS8R0IRALGO05 CAST EA°MID atit>m Pump �a I--TQP n•ER YIDFUx•114E M • vv6°6ixW®ILNpZIE .vf PAM df�� s0.UBaPs APPROVED e — a'1 APPR SEALS OVED ESWL fl js.0 ''1:01 r�s,, `lr.II,C `� t EEAL CASE w RACE �7 y_. uw ■I�I�I� ® m �yy •'' Tv NDALA�p OINa W 11�1 aa PRECAST REINFORCED L 7-0'MIN ME MOP ( _.LLB t •; ;3 ]BTO! v.REl lNAty TAW e'x C.MEWL w In F%U 'a 0 SECTIONS I ta• AM �— ,BACC1°POLID w°E�IA1U6 AMOa _ LIR� a.,M OeDx9w Q p Q 0 I. N=1 OmYp°1°aEwla Awe I� _ ie`:v— n'BA m sw�-wc' ago °"® EYaTADNT/I°� or 12' fs a0 . `` R.' A.-, n4` SHALL ei MD rtEi VARIES r�— NEwAtO-x TAwm z Ec m•.a. ^^ . �L MECAC N v I ,rn MOS MT OM PM TOsuAO a xn NSSmx: �_ ...so pZ W .u..m ® � N DI DEW r 1'I� 1�•� Y �■�� ,Axm,W,PAE�BEIRI•; 1(>VYL BE ML 0 �, E RYIL ffes aa�, ,y�a �ni�.,w, ARMAu ,,. 1 aTdOd•'^• .•T•. .orm.r .Ir �,�► mmmm. i�dsn��Di.ls.ir�.bra�sv� Rn •II{n AAy D�1 a7Ln6."'Rv IPmAom Q -........ MT:58'BEDDRc IIM..._._ I.:S%i1L.: I.svDB"EamCOE I MO1fsE�� W/Na ST STONE ••]/.E a MAST IVIN A¢AS SM MAIO ASS ANME-MY YWL R A EER MOWS ISaIMO1P MIN AA aW1 SE �i 0� uh.D �' iW.an .... r�mymm muv.maP vSi191GLLr MOWED BY INC CO9GT6xiim TA OSS I.BMW AIIR DEISM.0 RE AM ARE 5MAY(05 xm COMM fE MANE SECTION �S x rca Emus FEN ME DE BOTTEU AND YWL61 ND Al All SRNS ROOTED TM. Oi•OBEDENG IN SOWED AND E ME EEO OR A-E M=BA ES RANKLES SAL HAVE DE LEND LT NOSNALL A v MM.ALDER I Ni M A6 CRAVE3.111.E MO US Exa1N1ERm PR SMALL BE°6fYlE0IN I 1mnAAI E• RIE NUMBER .a E.. IXIENDEO�NO AL BASES xSPAM/.of Sx11 BT DE sum,WI WAIL RAVE SECTION S ELL.WnY u'T HAM ARLA OUTLETS TO BE SWED•MUTED ECISIll.E1R ISM PALS VIER Dll1£lsm�SEID•4ANIm MOON Zr Na mS. ,,,,,,.v,Da v v.Sm KK llam,,G.a lwta N AqA]SR¢t m NEE AND M. MOE AND M. Wt''• 9II7 i00PXd.,Na EAT' n k"A`°'D` _ TYPICAL MANHOLE SECTION E.MEWL MAMA=BN'a a MN FOR DAME °� -- -- x'°°°'"nL 0FHO1O1"°"iO"m"1O4� ,.-- ----- ---_--__---__--__-.- [MI wsWS VW SEEP aaEE______ ___ TYPICAL SEWER PIPE ' a � TYPICAL WATERTIGHT Az� SHOWING BRANCH TIE-IN —TYRIGAL--MANHOLE-E-FRAME-F GOVER --- <s TYPICAL MANHOLE WITH DROP CONNECTION Rm --INSTACLAITONIN-TRENCF� yN,. ' MANHOLE FRAME&COVER Nis RT5 ETA 5-E-0 IN.No..OS ' v no.S-I-A Ila 5-1-C EYYvc.MEM 1a RCDB PIG S-] • TO-1 m-a TD-. I2�T MM.Auvuvv IS wOS TOW ,NRN.IaANBADDaamOW,"' ` 12/24 27'.."•-- -I I ' ' I .....\71 1 --1--- ., iTJ. 13 Renv 051 5 5 in -1 dia m 5 i i 1 :dd N.. , Dji I I ks )g 'L -0 , = 4, CA 4 • N.„ 111 30'1 MOCPeEld K3 .. mom... . . — — N. ..... ' 1 ! 514 5 (7H 5 /1 - i riN:1 .. ir-------------- ; m, r 5 ! Z 35161c1 2§!El NI .... 11 ' .../r • ii § 11 I § l?3SVHd -4-- I „ m 0 0 5 r4 "a '12 UP N M lk \ g g gi itp I. r co \ ...1 5 II ...: 41 ,Vil cn °I . 11 gi all tt. 1 1 z. a z I . 1 relg h f'§lig 1 , rilf. i th 4 ,1 % 40 0 § § a IP li . 1 . . . i . 1 '—r--—--—-----— . • § q ..1 13 I I X • I \ > § 1 ------------ § : PHASE4 11 1 .\ LI 'N. .1 t...4g > >>>>>>> >33>>>>>>>>>»i § C , ''‘ ti lig >>>>>>>>/ ' • >>>>>> 1 . • ••••.. i -1 7 i 3 e .>>>>, . . 1 6 \ ! '',. e, .. >>>\ „, / ' cok„,o ')5' IT >>>>;;-..;.' 5 . . .N m I q 4., 'N.,.. 4.1 >3,>>>>>>>>>>>>>>>>>>>>>>>>>>>> . \ dip , .. ...... a C 3SVHd L RSVHd i ks....2.! , -...„ ig4 >> >>> . 0 3SVHd I \ ',. . >>>>>>>>>1 >> >>> >>?>i ii I \ Vd _ _ GLENMORE,PHASE 2,SECTION S-5 P IgE gm ROUDABUSH,GALE&ASSOCIATES,INC. Ft i 1 FINAL ROAD&UTILITY PLAN I 8 .‹g I li m g NP OM ENGINEERS SURVEYORS AND LAND PLANNERS STREET SIGN PLAN 4 g 1 lei,N il I PiA: VatTNE:Willk,,,:coz g L'AJdg." AAA E114 MOMICELLO ROAD.MARLOTTESVILLE.VIRGINIA 22902 PHONE 4348M0205•FAX 434.2965220.EMAIL INFO@ROUDABUSKCOM 1 U 4 2EROSION & SEDIMENT CONTROL ��o z Ze i & 6a 1 STORMWATER MANAGEMENT PLAN 2 dZ �D 00 g GLENMORE ; �,z PHASE 2, SECTION S - 5 i (A COTTAGE SECTION) %4 NOTE: ALL EROSION CONTROL AND STORMWATER JI LW ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES: GENERAL CONSTRUCTION NOTES FOR TENSIONS A DUST CONTROL EROSION AND SEDIMENT CONTROL PLANS MAD Ie c clooeuree for antral, a ttat°d In aelron 3.39 of the SirCSoil Ereeitn015 oSedlmn!an orde Hto prey eR'Nl Da sand Dirt®0 During 66 ell g n0 f. Tna plan approving•crenpcy met ne n tlflee o reek cnceo no tone MAR. 207t trucuon 1n otter eel ce the into a e irr e ns t of ae.Mom expo"' disturbing Thin coneeeNndon one k grlor he ens o t r lane bpii aurrepee am m repedp cne mmente pr etrborne°egeeeansm. dl.tdrbfnv eetiveer, Done oak or+°r to cne nnai mnoedilon. EROSION AND SEDIMENT CONTROL PLAN LEGEND "1SP6"°'"11 91 A TOPSOIL STOOOILING 2. All erosion and eedlment control measures will by constructed end All topsoil tockplle locations shall be in tree°that ore protected by maintained according to minimum etenderde end specifications of the nil on°d ncneeeont trapping measures.Any other stockpile erect etall require Virginia Erasion end Sediment Control Handbook end Virginia Re/ulntlen. �IPTI01 KEY 0010d E 1PTION ISO STEM 425-D2bo Erenfen and sa°tm"t control Regulations. A CONSTRUCTION ROAD STABILIZATION 3. Bel erd.ion end melmnt cm0ol tonsures ere to be placed prior to or c,ntceT1UI EMCEE 3.02 ® ® OUTLET NOTEC0ION 3.IB ef'tne°°Er°°lion c°ontroi°Uificer o°neeine°roads°n°evcpb en ergggne hefenicn grade. the firer also en elearinp. A ALL VEGETATIVE PRACTICES A. A rnte+neets°egg eitb diet"tig:n°.°diment Control plan shell be TITAITI TIP]° 3.01 ® LEIS SeIFAOR 3.21 O To lnclud°permnent end romp y °eding. mlcnfnVV aM epeeD111np-All 0enuded area null pa controlielrpr veveticlve oa°deure° 9 detall.d Sn the B. Prior ton commenting lend mfaturbin0 activities In areas rimer then 9LLT FME 3.65 ©-%�h TBgoRAgf SUMO 3.31 godr rive,Taleinanee' en free. enl°m doer t°°Menc°grdwtn indicated tese Ilene tcdine.put t limited to. off-eels N11E greteet gained Cello roc mum dad. borrow steel areas). the contractor anal] ubmlt g lementary erosion control plania the owner for review end approval by the plan IRET PDTECTION 3.07 © ® POM O,MINCE 3.32 1E5 JUp23.200e OIVERSIO DIKES approving authority. w rho oXoT n dikes shown on this plan are intended to either: divert Bill laden sate;toned a ergo.divert efean water away trams MeD. !o Nato s. Da epneractor SB rmmnsibfe for lnetelietlgn of any eddllfone]eroafon OLVERT ISLET PROTECTION 3.03 qP ® DIST MOM 3.39 ® l lean water iron croaifng a matwbed eras end true becoming epetrnlneted. c ntrel mceby th nplan toY tD prevent er°ai°n one eadfinen[etfon as J ell distur eel cne pier°to drain to at roux (� - Lluitt O CGdT 0 MV _____ °etandyrounn`din UNDERGROUND ea shall applicable in accordance Sloth the following 7 All aratied, area°ore t°Drain eo cc coffee Badimne ing cil mssawae TO6D0.VM°3VE%Id°IYF 3'°g y standards. in addition to other applicable criteria: et all time durinG 1 d ell t pf C n tf it! d durinv site LIME IN Ogg®AREAS A.No mare enan Bee ilnsar fast pr trance may pe o°°Red°e on°time. 2evampmnt anal flnli ataGiiliatln`fa"ecnievna. OINSEIa mom 3.+2 DO C.Effluents roterial mall oc rcilin pn all be filtered ered or leanedath DIUMSE NVICE _ ` C.Errluent from dewaeerina ppera0lDne shall be or pAsd°a enrougn B. fliterinp eavlce. SElDENT TRAP 3.13 SI-1 roar dose dvereokf freer flowing stall I o ff- t property."" WIN'FENCE D.Material u eel for leckerglnig trenches a B13 be properly compacted an 9. The c trectdr ehlll 1nsDact ell e o!en control Cur a per!°al ally Oar to efnimlia ion d to promote tepil fxetlln. a 0 feet e n r ff-produling Snfall a e t. n y p Ira GEape BASIN 3.11 $�1 FE.Apciineile tsfs noel be ce mahelned 1l deiie ben toed°regal°bone jeSnuasto intern one effectiveness of the erosion°control device° EXISTING TREE LDE "^` .ApDIlcepla fatty r pulatfpne hell De vmg11r0 ltn. shall bo de lmmadlatply. A THIS PLAN REPRESENTS MUST PANT OF THE APPROVED EROSION AND SEDIMENT CONTROL 10.All fill material is to be taken from an approved. designated borrow area. PERMIT. CONTRACTOR MUST ALSO IIO4E.l THE PRACTICES IN THE APPROVED EROSION AND A SEDIMENT CONTROL NARRATIVE TO COIOMPLt.Y WITH THE PERMIT. CONTRACTOR MUST KEEP 1f.All waste maraela Se to De taken en a. etuee Masts Brae.Earth 1111 shell AN APPROVED COPY OF THE PLAN AND NARRATIVE ON THE JOB BITE AT ALL TIMES. Oebrle`mter/ale only, ;roe°r roots, ammm. nee. rubmen, end°tiler � _j 12.Borrow°r waste ereea era t°be reelefine within 7 days of completion per SHEET INDEX vZOO. GENERAL CONSTRUCTION NOTES FOR "'"°°01nenca°°"'°"°'2B o f3.All road entertain enan be transported in compliance with section 13-301 EROSION SEDIMENT CONTROL 5TORMWATER MANAGEMENT PLANS rend cod°°f Albemrle. STORMWAIER MANAGEMENT PLAN 44 fa.BDrcpw, fin or Hate ectiyate enrolvtnp induetrfel-typo poor aquapmnt Si W W I.Tie dam for all sediment basins and trap shell be constructed with fill end hall ba h Bated to the nears of lUOOam to 4.Oopm. F. to be WAN°95°1 of maximum dr den°°etyy ring 21 on Oatlmum m ieturl ondent. SHEET 14-E&SC&SWM COVER SHEET tNZO = {s are glcemae g°otecMrm]engineer wall pe In en°rg° r nY deaf o ll:3""° 15.Borrow. fill or mete activity shall be conducted in a safe manner that ltiered w me°ens e a hell be present t°approve any eel gelerlal lnteln°lateral a pport in order to mrnlmmin any hdxerd to persons. SHEET 15-E&SC SOILS&TCST,CONDITIONS MAP W� Cl) ed to the construction of the dam. Bnyslcal ulmge to of eeebt Iend ne eel na, a demure tB y public 2.Pipe a'leer Inlets are to be watertight within atormnter management Lede a developer by elf doe. a tfnp, o to l at. y5 Q 8 racllitr.a. 1B.The developer shell reserve the right to Install.maintain. remove SHEET 18-TRAP&BASIN DRAINAGE AREAS a�2 gi i3.For deNtlraryeeeivent ereyrbaslle eicnrdn°pea veiled toantconvert co ^ t atormnter gement facilites when neele. ell wee.e d peretiee:c ion ie c c Nara piece tee�he control others or talc plan roper°°a y tge le f SHEET 17-E&SC PLAN Or gr Ta tenlie:ga, ne perml°sion her°raen obtained from<na eoung"r Son a^Y]°t, snit, buitdine°r other pardon o+top property. O zxx control inspector 17 Te a r etehillzetfoh enell Da temporar men end Onlenlh0.6eae/n0 L OD V eo°gg°t 7a fpe/eacro, Din the mbntis pT snalemgar ro Felruery ro eonsea! SHEET 18-E&SC PLAN 2- lr 6tO n1K f Mnuat Ryeppaea d Cerreel Minter qy 1n"N`R end r6 pcII to mnsiet of Mnua1 Nye, May tirou h Au ult t°i ansl°t f°mimeo Kx0 au'fet.sere%mmen fa to be li Tied et Bo eg ral r.Rlterneuvee ere SHEET 18-E 8 SC SEDIMENT TRAP DETAILS elect to approval br the county a°.Son a troll enpmctor pl�li 16.Permanent etepaliietiin shell be lime end fertilizers_permanent seeding. SHEET 20-E&SC SEDIMENT BASIN DETAILS end dormulch. 0 ch.eAgriculturae°°recta iieottint eehall berap Tad eteno nebe/ooiga°elf. IOOa 3le%°cre end n!Bt or a CEO-20-fD nu1rtont miX.Permanent teeth g°hell SHEET 21 -E&SC DETAILS ba pplied et f9O lie%core and c ist of 95i Kentucky 31 r Tell Fescue end igen Per.mlel py ores or Keare 5 BluegLCea.revel mulch es to y.roalled at SHEET 22-SWM DRAINAGE AREAS, eo ID9 boo af.Altarnetivea are Dahl set is aperovel by the County aroelan s1FJ'•L p anvo�fmpeetor OVL.RVIEW&DETAILS o2 19.Maintenance:All g our a die to be inspected weekly end after men rainfall. ' Ofy= FDE NUMBER B Tt vypd°re`!o°b'"gfedned°:nenr.°ml of ire 'e et alga voirn°me e®iieiee':im SHEET 23-SWM PLAN BIOFlLTER DETAILS lTxW 4.4 wP e diment.All evaded arms areto be radaBmdnwnen a°9e r t°achieve good S LE.%e1M1e nn 9H1 itend or r e Silt fence en dlv age d+tea M+eh era ggect'"s°dieent SHEET 24-SWM PLAN BIOFlLTER DETAILS z o nelreer nne�gni meet bd cleen.e one rspmred imemeean. - ---_- - - ----_- -_'_- _-----20 3U de`rf a/ndi Beth taoiiientton,COtm o p°mead°pgnerA2.`Olbngea oe gAltm0 ---- -_---- -- +y. .... - W1eet t°approval by the County erasion control fnepector t9QEi coNsicstMO 303t?dt0. 20aoNDI MN 14/24 yy E DVVV O n m a 5,18 DrDn 77 O <T pi N Opp Z ., Z. _, -0o(2 I 3 TA gp. V N N $ N r 0 2. r \: (i ' 1' 91. "-'"------.V.I'l ..-,_ 46..... .,: ):. -c'-::-_--- • -... .0-7 -4.,._-:-_-. .:,•: .. ., .? ,,„,,--- : --,-..,_,._27)1)7 ,, ,.. • „, :_ .,, „6.4. 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'% ::pi' / uDlnu® \ / �' JULY 79,200E ,i _-- -- ,Ham► �r— '•w, StariP''- ��/ a ;/ �z i' .•� °� N SCALE , PONCE '' 'fifi LOCATION tear. AWNil i` / � •i WNIaR1iNUNALJ `_s ,f,14'and LOT 1 V! , �' i• ,'•�� ---- i ...0006.1. ,U , '�sgs �� J ��� 7.01?/. / / / / i STAGING NOiEa tgrn IsG I`u"`'"'°'TE rots n.xa.alr suDDw rosnu u.rr..Ir Ix�www�. 1...y\ © j ' '�r / /, IF'�I illif 9/E.'M I3l 0,,6lED�F IIE ZITS: �^ Ire i ra•sz,.so• 710`� ' I -!��1 .1 ® 7' /r/ /2 MS-16:UNDERGROUND UMIUIYCONSmRUCTION gr. `\ ? ./~ ��� sF vm t`rw�Nl .i z o _ / �'. / . / .ii�t'�'i4111be Mall m�il�lm'i:°�i°"""ean au rc.Ion..D 00 `�. rl➢�jGLL Htf D.r.-,l eyy `• / f .• S00 1�°Nhae b tr°,nR`v 4%,..a!ab u.°. �� V• / ®"�'.t' B.kV mt 1 1 Wll De bm.a n fM rag: of tn,¢be. ,.. %f =/�/ /// I 1 1 /, C.EI/lumt hm°'wntnl,p operetfan 1)b Illm @ammgvE N'mrvm• S ' ^` /�,! --I f bbbF/F/F/O /// 1 v�r�vulmn!Veblm amen D°eR ACS[55[a4ifxl ' / •• tb ! np , i. • �^ D.��v D.%.es r I _ p / 1 D.m ml; e��D�.sls,;�t �a,�.1,mb a,,' ale 1 D ..RI— \��^ / 1 /l 10 a°,1111 11 b vavmllaMme in° 'tme.bv""— �.\/ .:, �`<,. rtp • /�.... '-'�`grsmz � / ,�� / I/ ws'�'m�l'��"" /' i:.�wif.:ni:'uini�Dl.uwsbnlD.nmr]m.'n. W� a I: ill %� / ( / TOTAL DISTURBED AREA=23.01 AC. ..�.�• cast use rr'zi / / or0lax oa:Dec az o • %� f� — D: — —; • ,7((/% ( ��- / �, "s: THIS SHEET a° A r a-f� / O `l\ / > S EET FOR EROSION riii�`�i• $_ -1— /' \\ / " "�'t"IB z CONTROL PURPOSES ONLY I OPEN SPACE• �� •',,cm.' '•_ztai'a:4,4,�i-r. uEa 6 r:rue ';.r �\��\_—TO / �N°s,m ...4 / PLENUMS. / % ��_ ' r \\� • / NOTE: ALL EROSION CONTROL AND STORMWATER — —_ `' ___ MANAGEMENT_MEASURES_ARE_PART_OF_ �' PHASE 1 OF THIS CONSTRUCTION PROJECT. 2 ������� � ter \ �� — _ /' "' V. f/- l�I. try! p \/\ .. / . r - _..... i•a 'L,., /- t - N t e''..a 1 ,•iPm LL 4 11 ,! Nip i a 31 ? i, � , , Tor ir d► . "I kt L.-:.._.141 ILO/flit i WIllt4k117-11) "'":"''1 A I Wigli -tf'- 1( '• .---.° If itt f/114 "5 I. ° 4411114 1 l 9 /--LiP\\ iv- 1- 4 1 :10 - — Emil "�_" -�`-� . � � i ►fis x ..•ra�'w—_ � ®r'/I a .j ^ A �` �a1N� Na � % . 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I l'I\ N.S N.kl efeko tki:-4? ., , i t if . ‘,..0 , -,, . ..,-,-..,,,,,...• • I I ,:-.iiii;i . 1 \ ,.,.. -----.„// ,,, N.6. 4:511:YWil\*.*.-- -.-/- ''v/* IA L r 1,:,:i i 1 ) \,,,- \ /---/i1// ra `:, ', ',Vi-,4!;, ': k-Nlikk.--- 11."— . ' , ( ( / i \\,..., ,- ,,.,, /iy. ovil, iti 1\ .1 \yk..1( ...,_______-_„-- . - IN .k ,',--..;zotir---%-. Iv... ',.7...,, •, ,' 4' i I 1, ,1 \ \__-- ---- .. - * 1/ le 1 3, ,\\ ---------------_,-- . • 1 „„..._ ,‘,40/4 4/179-if"ii:4,ee 4o. �a h. �\�, C`5 yu�n"'/h'.f�+.O��J'q / / iht I� 17� 6 '�j N 4 (� N. /h., a=- ,/' moo `R_ — C G 6 . ` lr V. art 4'3Ba.. ill t. O 0 I /7- aei \'�.. '"s._.� /s ' ^a • 111 ", — 5 a T"Z O a O��� /� a� g_ s; m n D _yj/g _T Rs =i----...... /' 111 J '� GLENMORE.PHASE 2,SECTION S-6 Ag€`�°°° ROUDABUSH,GALE&ASSOCIATES,INC. 'G EROSION&SEDIMENT CONTROL PLAN .s ' <Q P � ENGINEERS.SURVEYORS AND LAND PLANNERS i pa '., SERVING PROFESSIONAL SINCE 1SSII e E&SC PLAN ilia 014 MONTICEILO ROAD-CHARLOTRSVIVIua VIRGINIAAE Uz u,uu awxrr,vino•aA F �5� PHONE W1-02UU-FA% -EMAIL IRFOGROUOA&1SN.CCM NOTE: ALL EROSION CONTROL AND STORMWATER v 3 MANAGEMENT MEASURES ARE PART OF 4 R 4 8 MMT°°°'�" PHASE 1 OF THIS CONSTRUCTION PROJECT. f _r°'B.1669 m om I _ _ ® SEDIMENT TRAP 1 .. Do SEDIMENTTRAP2 ex ® 11N DRAOJAGE AREA roTRAP 2a0Ae. - ® Z¢ / yu STORAGE VOLUME REQUIRED 115 oy. DRAINAGE AREATOTRAP 222 Ac. / 16 916 DAM ELEV. 91624 00 I " Dm HEIGHT OF WDR ELEV. 316A Db) DAM ELEV. 32624 STORAGE VOLUME Y•� D� —'�f BOTTOM ELEV. 3120 HEIGHT OF WEB EEV. 9]6A OM) 1 Sf-1 O IE WIDTH OFWEN DAM 6' Ow) WIDTH OFDMMA 6'^LW) -�� �` — _ �, ` Q;2 \ TOP OF WET STORAGE ELEV. 313a ` - 2:1 M. / VET STORAGE DEPTH 1.9' TOP OF VET GE ELEV. 323.7 llah D p¢ // WET STORAGE 171 ey WET STORAGE DEPM LT `.-..:'.•.• -- '4 t S -�yr :":"/ DTNSIORAGE 166 cY• WET STORAGE 169 my. S �1�•5'::;`"(. .�/ ,�F1�. �S c F 91 TmALSTORAGE PROVIDED 337 cm Y .. .'ll)`I' V;y g DRY STORAGE 11r.:.. ® TOTAL STORAGE FRONDED 914¢Y. -� i,,,4 .T„ ew 42 g. nr;MI '' SEDIMENT TRAP NOTES —,o—� gz- 1 '" yyW �a x/ 1.WFLSIINCIION OF'MAPS T 3WE7SLWLBE.W ACCORDANCE �— -�i,: .•••'' z nb //')' NTMTHE COMOURSSHONTN f7NiN65l�T• ,i-y:i;% (q� 11 \�� A �� 2 TEMPORNNSEDB.@RTRA51.2 AND S ARETO BECONVETED TO A'% • • 11 FERMANENrelOIA1WAT29 MANAGB.T29T&OF6TERSCONVERSON ..-_ O W`7 IS NOT TO TAKE PLACE IINRTHE SITE S STABILIZED AND PERMISSION / W HAS BEEN MANED FROM COLMY ERODON CONRIOL IIOPEGTOR. SCALE 1'•BB' , 9.THE DAMS FOR TRAPS 1'MU 7 5)WLBECOMPACIED FELINE STONE -- WEWFOR EACH TRAP SHALL COMINIIE ALONG THEEXIHWAL FLL SLOPE Rj—� � OF EACH DAM AND A MINIMUM OF 10 OEM FEET BEYO NDTHE FILL REleBlDNS SLOPE PER DETMA suenIm in 10, IZ a,. 4.449,.,, DETAIL'A' 22 ,I N.T.S. BMT I F.B.fe69 P.9778444576 nOir /�� ,I / �1 3se-mot ,., .:�V'; `", AIr +� "'x •. ,.ro.T ,A' © ,% \ AN'� ..' -.`�, ® _ .MIDI D° -E •�,:, I ''' / .r— ..6?: ', + / / //..1. i 0.436 5T3 © SEDIMENT TRAP4 + j /47... +\ ,, .nnrPe.zooe, STORRAGGEVOL AREAU Ri mcy' © a:' SEDIMENT TRAP DAM ELEV. 3620 oD gi j $• 4� ecALE sO 1®GfITB�O WEIR OMIDEV: �96Sb�) .. / 1,..20` DRAINAGE AREA TO TRAY Sae Ac ��/ ', STORAGE VOLUME REQUIRED 453 oy. WIDTH OF DAM 6' OM �: DD 6• ..11, . DAM ENE.. 33.0 fo) WET OF WEIR 6 awn 1 41:•:�:� HEIGHT BOF W8ROTTOM ELEV. ST2.0(Ho) TOP OF WET STORAGE HEV. Sf6A tr.e.M Cb sa ,\`ii�-� WIDTH DRAM/ A (W) WET STORAGE DEPRI 1.6.WET STORAGE iOD my. DD LOT 43 Orc. J3�. rOOMaH�� U. ;.721 T x:l �y T STOR GOF EBE. 13' a.0 DRY STORAGE 940.y. gyp_ -i.J.._:. \ TOP OF WETTORAGE STORAGE 1.7' TOTAL STORAGE PROVIDED 203 e.Y. \ - ��. WET STORAGE OEPnf 1a• i 1 j�._, DDR/STORAGE 242 eq. L'"°w \ ], \'TOTAL STOPAGE PROVIDED 472 cm i 2.4 • --214------------- SEDIMENTTRAP6 /�® ` FO Fa o ;C�' �.n- sas, /� W JI J DRAINAGE AREA TO TRAP Day Ac ..i7f W� 0 g. 41. STORAGE VOWME REOU1RED 61 my. —�3�/ �/ DAM EIEV. 9sao PO / � / s 4, - HEIGHT OF WEIR ELEV. S49.0(Ho) 1 J I _ / WIDTH BOTTOM ELEV. M 6'D OM / �/ j IN i:t7,- 314i •2te, '+S B=ITEZf..,✓fNI `�'�s." '. LENGDI OFWEL 6' (OM ' TOP OF WET STORAGE ELEV. 317A >y/ 4I. �: �— ME WE STORAGE DEMI IA' J / T': 'P ... V\_T .'— ....�yl'_ WE STORAGE 70 ey. ST'6 .. ry ���^ ., ..S C'ommumr�S �. DRYSTORAGE e1ev. �.. \\`_y,.•�; �I Occ� Z TOTAL STORAGE PROVIDED 137 cm fi Ill loo \Y�EIY!�,I�IeY SEDIMENT TRAP 6 �i / : , '• �'e/ O� � ti / aWQ W N 5T5 DR AREAT TRED 92mM SEDIMEMTRAP7 tl. i ®� I. I O W\,� Di R Siromoo DAM . 0DRDRAINAGE AGEVOW EAro7RED 1.19 Ac ` /' QW\ `�IJJ �^ HEIGHT OFWETREIEV. :69A Ob) STORAGE VOILAE DAME LED 1600 '�iC\ § TN THOFD �6�'O lN7 ...HEIGHT 9�AA Oo) ('\'�s ia�� .s6 +. " Y ..WITHmLD le' aM BOTTOM EIEV. 946A p. V. + O / TOP OF WET STORAGE ELEV. 6973 WIDTH OF DAM 6' (W7 �$AP r/ WET STORAGE DEPTH 1.7' LENGTH OF WEIR B' (LIN `,,,,r,, l� `/� LOT WET STORAGE '194 cm TOP OF WET STORAGE ELEV. SAID 1,:;,..,'.,,,36 r DRY STORAGE 794 cm VET STORAGE DEPTH IA' _ `$1 \ LOT 39 I / rmALSIORAGE PROVIDED sal ay. Dm"s GE e�6 ccv. TkYT I++• 3N ���'/�' TKT "FE NIMBI— ImALS10RAGEPROVAED iT1r~v. Ms;±� do ��IIA � of 987 '; 'fi x '..V r-' • $ P ! -.. " .i.. n i ): EMORESAmmNi7 gN,.LL BR tei24 NOTE: ALL EROSION CONTROL AND STORMWATER 4 y $ MANAGEMENT MEASURES ARE PART OF 7:.°.` .- 5 PHASE 1 OF THIS CONSTRUCTION PROJECT. n g IA li �` ` ��1 1 / / / d Cjo xa / ,, ` �-_ 1 111; OPEN •. JZ x, `_ . ,' - / / _ SPA—Cyr n• _2 .I Z¢ 31 313 I'�i. /1. Y�•) - IEaION9 F 2008 UR LIMITx:A twrtrDEC•1 SYSTEERRE 8, 9 PrOrrald tuvrsa war. '� _x -x—_���••• a ',•'°� I ;•F \ 'max L _ = '•,, a -_ OPEN aeF DATE __ "`6'', `-s ..Y `x\ .re," ••e\ a:f ° SPACE JULY 442008 SCALE xl" \` AC \SPACE t � . x —"— S CO1d1MNK\ 2 FEEYu` wEmt '.a`� h ? + .'4 -,1W.M g11,. \ ~ srJfE 1.,p. Z.J __ - °° a Elo ■UhUU SEDIMENT BASIN 1 GENERAL CONSTRUCTION NOTES FOR a Z SIORMWATER MANAGEMENT PLANS 2 W W AIv IOPDAM.°aAD 1.Naatxalecwmxr°a9bbewlRiYt9fiEofl1xa01°m OZ 2 TOPDAMAa21.0 - . n of adc."urtohN.c°nta llbl laYlb Ge OppO e°I"�� g_,INK _.� �/ Ell � NVN-0l6d a.at.0 9z1p\ x1.o5mn aOT and watertight lDstcon ate ZD O efim-1a RfP•6 EPS tg vmta J I 1s.f:lg.. y W MOW 31R6 tS ��`_~' 33. 2.POT ud M1aJc,h me to by WIM0an9.tela C1EANo1RrdEY.ale! umm l.vsec pa OQ N A of�1GE o°�u:DIEM .w--=, N•1a xl.a '.� A tan dsY 1fi°p°a itaas�tr.,,==.irobfbrmw 1,inaibi W Eimm_MILIMF � + we• mrn PERFORMED FIDELETUNNGDA.T s atmlt° 31,.a xbbEctor nIOpalnkim has been a0lNnetlllanile county erosion control =i 1.. Vie`.n�rtx° °rms cnrANTEEEPAGE�TBXA caF1n L1�I 4111 �• 31 E 10 IY FROM EDGE OF RISER LOCATED lm.919. 3121m. i�'o o°.isi oRnNAGEAIrFwroewvl.afnAc Dv WWI ervsr a NOTE: 111 � ■■ WWET OSTORAGE.604✓ay.lQ8D.91fieq. .e •�a.w.aP ee CWSIRIIOSITOWN FN DESSE/EWi1SliAlIAENACCOfAANOE DIE EMBED EDT OENNAGAGE ATE EOCENE°BAy rolls lsW e•fro Fdpe o C. COMOUISSIOIMI ON¶$y¢ET. 91 ,w MAL' D4DEAGEPULED A ION D.E. 4P T Zrc EM= WM DAMSECTION 1 4 110�nu9 G. N.T.S. IT blu,e\ l.w mw 1.w zws I L'"O' ` Ill 20/24 nwaoal.nDrlmu,exlmoyelx ` r U �8 is.......---'-• PYgAM10STpUCNgES \ 0MINIMUM TOP WIDTH W) TEMPORARY SEDIMENT TRAP RECOMMENDEDDEWATERING , ___ °Te �!;,,Pam reN la. w $ REQUIRED FOR SEDIMENT 1• ,.�... SYSTEM FOR SEDIMENT BASINS �li Z S TRAP EMBANKMENTS MARIACCORDING TO HEIGHT OF 4 i • 1 ° � � � 4 Q'IR EMBANKMENT(FEET) m NN 1 _Jr�'� -� � ,' ' 1 3�oo og 01114,42 „� �� p :: . Em" �, fl1RRwJi I °o: . ,.0 . . I. 15 pm.Rams Tor ConcreN Pk. —k o NII/ •a)Ewc91>-. m,�.�� �.I�I�f1► s,...9E 0 Oa • CROSS SECTION OF OUTLET eal) j7 1 m> 4.3 '- I —_�Fxuv. _11a- Ss an WI OVIAWit.EO Fm D18. '4 Cj YU GEPm . amE.w O� SOMM OW. "1o'°1-00T War. �q Z 1�• / /'b,•,y AWemAm Isom w.vm>;w a` a �w w°;.e rev: -VS 'n g�`t;al mue>Y.pm RAIL.Ib-1 .l,C`. d / • NOTE:MN CONCRETE WSER,USE WC SCNE=40 STUB III MN OE-WATERING ORNIOE Pyramid R00•0 0NAIk.ed1N 105. IO O.N � ^: *DRAINAGE IUNNO SMALL COYgY YIIIN ASIY F69) pm.E^•'•.'a �09 S� ��\. ..... AND AA9NT0 Y991 I 14 i e Zp Pg / �=Z 3 9ouRU.W.OM 1166.11.-u �fT�ie' YO-+11J ,F DIVERSION DITCH S f` (� I ? >.ij / E�'AS •• ir TYPICAL SECTION � • T f=/�� RISER PIPE BASE CONDITIONS FOR aw i1N DEC. S OS E' )( l EMBANKMENTS LESS THAN 10'HIGH -;--- ,_11-inn"J'= 3 d �awE.a.to.a SHALL RE .x MT a Fe Qsor„cea riun: an„ AM CONSITS/710V Eif-1"11 I. ,'=i''E11*—lgelig'T OUTLET (PERSPECTIVE VIEW) °+E ME MR°®""Em 10.°'TESS IN KM 1 I w.ms na onmplartembstbmon mnliT i' M.;;niialWI -ti xWaa..onv PUTS.81Nt R°8�4988. W7� 610.722.EE19 MAINTENANCE NOTE: 1I'0"02 B AFTER STABILIZATION,TIE 0I1ERva 90.0 a INSPECTED °ti VAST as EVERT TN NEDs.MOIDOIr MOVED TRW TNTIE 91N,m NAMMYD REPAIRS PAX 19I COMEOSSAM. TEMPORARY DIVERSION DIKE I ""�""".H Or E-2 NATITITN. SHLLI NOTE ALL EROSION CONTROL AND STORMWATER Compacted Sell Tl=1 MG.--- -1-R=11=11=11 • DATE 1_; 1='TI=O=''TI=11=A- - - II=B � —II-�IJI=,=— MANAGEMENT MEASURES ARE PART OF IS'min. � I- „-,.-., I=II-II=1 JULY?H,200D Na�1t91 "="_"_"=I'="_"_' PHASE 1 OF THIS CONSTRUCTION PROJECT. u=u=3:n=1=n=l=r=g_��=ir=E=1=y=1=r=5Sr=L=pmry MRRIMUM STANDARD 3.14 CHAPTER] 4.0'min.—1 SOME r.Ogc PLATE.9.1614 lI Level pre ES Spreader STORM PA EC DS PLATE 9A9-I 1 PAVED TEMPORARYSILT FENCE CULVERT INLET BLOCK AND GRAVEL DROP INLET LEVEL SPREADER PROTECTION CROSS SECTION , CONSTRUCTION ENTRANCE q�Y� SEDIMENT FILTER a. 0.1aT3 ROCK MCfm h--- .man ....✓ FC. .""1", em..l Ter TrT�..J__ .. �i �0 SIDE ELEVATION ... reeler'''. ----� '• ...1A. mEe. _ P. ... em 1 -�� t..m IT7R1`Il�iittr wO LEVEL SPREADER WITH VEGETATED LIP a. R762 1 \\ \� a r. — .tE NOf�I1Eta�YD9• %err Mer i �, "iCR ;�� PLAN VIEM •� ..a nmm.Nu �O .mm m x m is• cm. 0.1311.1 rt:r\r\r t t�t\rv \rK�tt ,.� 1e' E_ .14.. ,O OPTIONAL STONE COMBINATION 1 ' I ' j' SECTION A-A I 1 I N. I� 1 1 1 B_ a c -- _ 'I(�t A I null!!!mnll�ll.n IIIIII 1=11 1,-� Y Ilem 1 ©4-. AF C` -; :I _! r °+ a. V;4•ixig?. k ..1.?"'''' r�ot �1ffi �A= Fps xlllEl9aE N:aq LEVEL SPREADER WITH RIGID LIP ... 1:+::Ec.�`tt�`� 91R91 TUFTSETHOD OF D0O0 w.AND+m APPN OVNRABIR fie ,,,,,,,, `•: •••••• •••••_.•. RPAf9HANK.0 s.a770 ITNn�IIIOPO0,ON 987 Na.ammw. .,m CAPIGt9 6 I1EC1s91Ai A PA69EAT E»9E PONDWO S _ur�.sa..Ss.Aal_y.o.s,.w sw..mwrIvan E14tl.L t0RBtECELII 2IN CLASS IROONO 9B89IAVCNRL. - ._. —__i--_ ._ .—_SECT-ION-q-B---________—_ .MEN NMI YE1ffJH OP Ha •GRAPEI.SNAIL ON nor/9,Mt OR IL COARSE AGOIO0A9E. ~'ID'ORNs°IS DAUM NM 1ETIE0TI0 Or 9ERf0D WOVEN FOR INE NM RAE MILL BE IEOIIEO AT 00 TOE _ 3.I4•9 CA ITED ARAI Fid THE DR'NPLPA l0 WAI,ORRROVER SSEIR'I10 AREANISI TO IE'N�WE SOME MAPIFD I»9mT STK.21111 OAT Ye.09E HATE.9.08-1 80011CP.IL DSR _. -..- __ _ Firget _1 0 t'°E'NPLS'OI Yl�6 9E gEYEMIED FRa INTERIM 810EI 041N3 6 Wa0rolTw 9BlilEDF[m\9tN LlY RIM R.wJ.EA/ 21/24 • F 1i ���► — I ds/ y ♦„ i toa: --\ — �/ �,/\\\`I\\ 1`\I 1^\\��7.J�)))ff/PAP I "ww 0 CI MO 5 q V (fit �� � � K ;��� � /�J���llllll I i \\ �r�/ tom J —�R3 \�� JL„/ i� I4 4 , �� ION - - "'9J� III11 �� J `� � /llllll//�1�:! j�./�` ! r I 111 ',� ,�\ — —JIl1j11111 �J � 1 )11• rf 1 ::— / / 1 f� ll tl� / " Ii 2 LLrit'7. 1 D o> Fd/ . .: .. `, // 1. .., /01 (OA/ R >o..� 11/ 1 IL ...,.i .."1011,1,17, gl.14:-..!,;,,F."- ..1, tI - , ..__f Bi1 DE IT A /rtI II MIN DS . l/ \1 II mar ;iti-,ce,^ II' ; /J C,r' ]¢w_h ��IC�/�' �����/ / �/ Miiii/r // rN'il'ff''',' .. C' msmcrsw ` /�`` ,m 1'��� ,� !��II� % ��®o-GO.IDw 1�� ' T� \4 ���/+,'/%�// //� r/ /( IP;FK°°. „ x�a�i ;' �11�, i `�.,�! ///�— _ r>vi�.'E%' l/�/// ) 1 \�� �. PROFILEBATE ' �I 1 IN to\ tra+r 41kEl{i`+ ,,ry f_+mid evfr 'er j /rVj ,, J \��..�� �.. m.« narsa.xoe nisii I11 S i �. ,-i fJ� e. //��r_� smut A n� /'" jl/ F�( =—.�—��-- "� !- criosssernoN f r-,ar , ■ 11I e:j\„....;:,-,� ' Lam. // %__ SILT TRAP RETROFIT TO BIO-FILTER ��III� 1111 'll �U;1�, it - --J, ////%/�__=-� NO SCALE CONTO 1NMWM. ii 1 I 11 ill i 1 r V._.,7/4, �.� �vw. :n.RC� y,r.. III raligi aft. ' '�''�j L� j'�� ��,�� _ %�J� %' � ../:.. /// INSTRUCTIONS FOR CONVERTINGILTE . c�. ' -ri••. I iii yJ/�/��. lll/����/ AND/OR CONSTRUCiiNG BIOFlLTERS Zd \ t.�,� II ✓// 1�l 111,C �r' ���-�:�j l //,� // l `_ ' I. smrlexr rwvs 1 e ua s Mru eE c6VVEA1Fn TO ero�ILlsas r.s AO rESPecrrv¢r- Za(n .�`�--iJ l4lj ���, '�,�-�,1��l�I/�� I��I `_ gnr,,,TM J MILL PE mNYEAim ID BI67UEA 2. - O ) J� ems. „f 7 �, ,1 1/ ;//- �tW a -- * r./��� �� �,� 7 1 t�' 2/ . PEI°nSSICH AST EE ERANIEO BY T E MA E SED MANASER AM ERDSIO CSNTNO RFICIAL AW / ��i ' // / pN t \ BEFORE TIE CMMILSrOM/CONSfUCiION MESS CAN TAKE PLACE. O W A r aa / / T •� �:9�'n.\ 1\ 3. REMOVE ALL ALgAILLUED SILT AIE AIRY LOAM CH GRAM.EARTH FILL TO RESTORE ,. ' BUM OF TRAP TO ELEVATION SPECIFIED FW EACH SIO'ILTERISEE DETAILS SHEETS 23 s 20. W /eT1• �` I ' 4�'� i ,'.'' / � I TL, T •,1•:,•r� A' (SERE rEurLS s r1EEi z3Rt zT11 EIEYATra sIECIFIm F69 EACH StDFILTEA. IN O m O 1, I V' ' /��//'' ✓ .7 .S. APRY ITILAILTEA MtX PEN STATE STAN SIRE AS EIECIFrm FDA EACH SIDFILTER 1 Vg I� \�_— -�%/ �� J I=31" IEEE AEIAILS SHEETS 23 E M P 22 G ��/��I(I,' � �Ij � I•:/ � � s. INSTALL UNIFORM SYSTEM Fm DETAILS a SHEETS 23 s N. a�1¢1 oLQ3�� tf I `,1` —,1�� IN�'1II %�// //// /��� /�, T. rrsrAu enw CSVEIi Aln RAxr MATEnrA,s RER Fuxrrla RAx DETAtcs w sNhErs z3szA. F f\\ 1 t /tlq .�� ,�+� •�■ l .11 \\�\ _� /�T';:•_... " "`i�if�� , / //// //// A T E aurnITF9lax BST BEEIIISPUTE➢8Y TIE EROSION IFN4RC AND p?��rx DF-•'"•L2. Z F 1 /J,;a I MATERS ED MANAGER PRION TO RA[EIFM. y�! Ti+ Z¢O 3 0 �� >t n�' '—~— ////f(l �a°0 NOTE: ALL EROSION CONTROL AND STORMWATER ' / //� 1 �-- 0' MANAGEMENT MEASURES ARE PART OF RENUMBER /��� �.I _ l��` ��� PHASE 1 OF THIS CONSTRUCTION PROJECT. l'� HG..///.�.ri'--��\S�\ a--1\\ 611•OMAIIROAXAMEIOXIOMINOMMEOPIANapeA 22/24 • l• 1' V • • roP v ¢. x6 II S•e la• �J�M1W-�af6 ` ' r, �-'- Z 2m p �r __ A _ —_�so I 0 A ,uL as •`%)\ 91fi-� ,�R,x R,r¢.]1S.•- -( 331/'^� ;Al 1L 4 ii! m �: " ,PsvW a6s1 c/¢m E ® ;II:,,® o m::a ? GO oD l 00 00 eSS !0 0°ig �]r, \ail ___,'_`l:. °._� roBB.a, LLo'823 0 _ �`�'. 'O n` 1j4:4 '.1.,a ci 1 P$1 a,' Y L '�•���x •i7¢of BIOFILTER 1-UNDERDRAIN LAYOUT y • t7 B �w BIOFILTER 1 At„p.B •' ,.-..� p� I _, a x39.. mow; LL \. A - �.� ® � 98� NOTE: \ �F—X X ® rt! ��__— <B "P.1111.1166. ALL EROSION CONTROL AND STORI I, , - -"- -� �°E�1%=OS OPEN MANAGEMENT MEASURES ARE PART OF SPA 2011 554.61IfISYEt - '.*•:-I 316-� Am 1.61.,491 �^�"°¢'D' �' G`B'0 0 -_,I!\ PHASE 1 OF CONSTRUC11ON PROJECT. � """°""""" iy_ 916� J/ .----------] (4.7 __ A[� • �_ =�5 d_� Wine3a.e BIOHLTER2UNDERDRAINLAYOUi rt4 �I�`1'ii"! FOREBAY RIP RAP WEIR DETAIL EWE ='I BIOFILTER 2 .•ULV 2%2U06 ``]x` - •® :: •� �'i=•e.•x:l I.B' lie.y a.ar •, /911' _ •i :ei i1.tr,. FOREBAV CAPACITIES WERE CALCUTAIED - _!- CONmn•1)e1rAL •• 4110.- ''• TOM IN MESS OF 10%OF 114E TOTAL 011 AMOK BIOHLTER 1 PLANTING LAYOUT BIOFILTER SURFACE AREA liP �.! zFEEr RI .1f0./..Y,:i • ''II IT'"�� -:, < a /fin c ... :.-1 _-L©. Yl x.r MIL._ s .1 w. se'811-are:i4 r' I I l s,.9i01A •1\I�a Cj 0 0 O • O LO ZDGr S 0,0 IX D&M a.)w. a:lw �.,.•� ,:o - Isl\ �1 m.o - °m c ' _ �117rj a S ' aRt;Li__Ili=T_I I_1�0iRtgnnr',:i.1j a:,w. RP 11.1131 1.,• .�9 Cad 0-0 Of O wnll"mii4a . . ...-- X 3x.,mn1.. ".A. 0 ///^•��� `•, W la imc -- ® '+'. O-O c B @q 4 E`f`A 0 C}O p W O o s BIOFILTER 1 CROSS-SECTION 16131.... a `� gLO11 :o ,•_D \ DAM-JTO?n N.T.S. r.0 BIOFILTER 2 , �� 3,11m. ;_ �Y a2 J WEIR 3160 Dan-n6n CROSS-SECTION UWt LENGTH WEIR-16' F TOP BIORLTE1 MIX-31nb TOP ROMER F10(-332200.0 N.T.S. \••'••\ • RQ LL TOP U.D.GRAVEL-312D TOP UD.GRAVEL.317.6 IOYEAR NIGH WANR ELEV.-316.17 10YlAR NIGH WATER EEV.-321.36 \+ \`, ,. 0 — IOOVFAR MN WATER ELEv.-3161A ImYFAR HIGH WATER EIEV.-321A7 ` _ ..r..... ZE m BIOFILTER DIMENSIONS BIOF1LTER 1 PLANT UST BIOFILTER DIMENSIONS BIOFILTER 2 PLANT UST � �' 0 &PLANT CALCULATIONS n me[,e n .n.[.Npe 1 &PLANT CALCULATIONS ,.[svet,e D•.°.n,lpe, \\Lrafi�`'X X® X—®% ' �-— Ouent1t) 6Yr0o1 41mt111c Nair Craw N e I1PID7.SOT.OIYD6,0.5-6x'Y!II' µ --_---_--- !E1@.®T.OBFISIDB-9x•.1@' Oantltl fiyeol 41et111[Nee � VPQ•I [dST• �-3i9�V �� ..-...-. aAxr,ra 9TA(F.3,s 3.1. 2 .0 .[.•ROn. ,ea wp,e lT.1NTIl6 RIME-2312 3.1. s AR 1[.,ileno wa"."SPACE / mlwlrrwi'srw,'•- tlaara I63111 66 3I.e1 3 ® atoms Melle 1111133 08) PLATS 1860700 69.72 S 63. Omrte Efalle NO.OM / ' 9,6-- I II HAOR5 PR I.000 3.1. 3 16 760*8,/Iret,ce eat DTI I le RANK„R 1000 s.r. a N3 AYee 6T)ntice elect en Y-.. .-..-..-..__ / �M¢� OURS��n seta smog DJ•en.Wont re 0T.We, PUNTS AD1'!�ro Sr.Softie!D-I•ele.Mont Ice Yletllgl paint, fiymai 41entlfic lee Coin,Nm gTAt„e H-� Qaal!) 9yeel Sole!!/le Wee Omen lee ,�B sm. I � �• B Yl em=Galelee• NaYMn Y110 film SEE TO 1TE9 RIM-2.99:1 17 ro r10a•u Cee•Iel0ee N7,len Ma Ram �',� swn TO uEE AIM.]:I °L BIOFILTER 2 PLANTING LAYOUT 8 1.1 66xic ee S= e ro Mums uneeew Aw•dM0 ,e VD ne•ns uneeela .u.o.-eve �T e ¢ rl7O,nu l,nlepo Nee3Dem) 07 ¢ r,bs631.WW2 MWO6e,,, 2 I 7 ROB ►. "4g4o�J _ 23/24 • • li.; e. 1. En eo•il. ]:l ® :: a.,)YfE]I ,. :l NB�fA9� 2 2 ••• metro N. -� 16,1. I�:ta"`f�•_.; +�7 Im asap 11 /_) _- _..i•b t CFO p a s' 1;\ ®III Sin L�S.4m .:Tta•_�'S Mr cv'Ln a'''sar' n b00 halo , 1T 41m a on e !•` 11.I11 m. 1]Ia•N -:���11, �¢t co ?i:F 0=oPLANT UST TOTALS _ ;- i f'ftSrz; •' C7¢a [q�rr.e�N,m a•.m.ceNprf em �!�' •••••• •®' u.r' ®:�.m \' y N•G=5. 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