Loading...
HomeMy WebLinkAboutSDP201000055 Plan - Approved 2011-02-02OWNER /DEVELOPER: MARCH MOUNTAIN PROPERTIES, L.L.0 5380 GOLF DRIVE, SUITE 103 CROZET, VA 22932 TELEPHONE. • (434)823 -2003 FAX: (703)997 -1490 CONTACT- MR. GA YLON BEIGHTS ENGINEER. COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 TELEPHONE. (434)987 -1631 FAX. • (434) 293 -3719 CONTACT- SCOTT COLLINS, P.E. EMAIL: SCOTTOCOLL /NS- ENGINEERING.COM PRE- APPLICA 77ON CONFERENCE. • JUNE 1, 2010 TAX MAP NO.: 055E - 01- 00- 000GO (PORTION) BLOCK 4. LIMITS OF THIS PROJECT- = 2.68 AC. 39,500 LIMITS OF BLOCK 4 FROM REZONING PLAN = 3.3 AC. ZONING. NEIGHBORHOOD MODEL DISTRICT 0.27 APPROVED WITH PROFFERS 9 -14 -05 4,500 BY ALBEMARLE COUNTY BOARD OF SUPERVISORS USE/ DENSITY PHASE 1: (3.06 AC.) 0.92 39 TOWNHOUSES (INCLUDES 6 AFFORDABLE TOWNHOUSE UNITS) 7,000 PHASE 2. (0.24 AC.) future lot 40 bldg & hardsca a 8 APARTMENT UNITS 0.08 2500 SF OF RETAIL SPACE 106,600 ULTIMATE DENSITY (PHASES 1 AND 2): 47 DU /3.3 AC = 14.24 AC PROPOSED CONTOUR NOTE. THE DEVELOPMENT OF LOT 40 IS NOT PART OF THIS FINAL SITE PLAN. SETBACKS: AS SPECIFIED IN OLD TRAIL VILLAGE CODE OF DEVELOPMENT. NOTE A VARIA77ON REQUEST STORMWATER MANAGEMENT CALCULATIONS HAS BEEN APPROVED TO ALLOW A 10' REAR SETBACK FOR 78C DEN07ES TOP /BACK OF CURB TOWNHOUSE UNITS 1 -8, 15 -32. EMPLOYEES: PHASE 1: NONE. PHASE 2: 10 MAX. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 4 STORIES SUBDIVISION STREETS. • CURB & GUTTER DRAINAGE DISTRICT • LICKINGHOLE CREEK DRAINAGE BASINS (LICKINGHOLE CREEKS IS THE RECEIVING WATER FOR THE PROJECT) WA TERSHED: LICKINGHOLE CREEK TOPO & SURVEY TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR JENNINGS STEPHENSON, PC IN AUGUST, 2006 AND UPDATED DECEMBER 2007 THROUGH 2008. TOPOGRAPHY WAS FIELD VERIFIED IN JUNE 2010. ROADS: GOLF DRIVE, CLAREMONT LANE AND UPLAND DRIVE APPROVED UNDER WPO- 2008 -106; OLD TRAIL BLOCK 4 ROAD PLANS MINOR AMENDMENT CURRENTLY UNDER REVIEW. EXIS77NG VEGETA RON. ROLLING GRASS FIELD WITH NO EXIS77NG TREES. PARKING: PARKING ALONG ALLEYS SHALL BE SHARED AMONG ALL USES AND LOCATED WITHIN A COMMON ACCESS EASEMENT PARKING SHALL COMPLY WITH SHARED PARKING AGREEMENT DATED 4 -2 -10 AND APPROVED 4- 21 -10. TRASH: TOWNHOUSES SHALL HAVE INDIVIDUAL TRASH RECEPTACLES ON THEIR RESPECTIVE LOTS THE MIXED USE BUILDING (LOT 40) WILL HAVE AN ON -SITE TRASH YARD AS SHOWN ON U SHEET S -1. DA TUM: NAD 83 OPEN SPA CE: 0.04 AC. PROPOSED UNDER THIS PLAN. ADD117ONAL OPEN SPACE APPROVED WITH OVERALL OLD TRAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT. RECREATION AREA: APPROVED WITH OVERALL OLD TRAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT. NONE z PROPOSED WITH THIS PLAN. PHASING. PHASE 1 CONSISTS OF 39 TOWNHOUSE UNITS AND ALL ROADS AND INFRASTRUCTURE. H PHASE 2 CONSISTS OF THE MIXED -USE BUILDING AT THE CORNER OF OLD TRAIL DRIVE AND GOLF DRIVE. SEE SHEET S -1 FOR PHASING LIMITS. CRITICAL SLOPES: NO CRI77CAL SLOPES EXIST WI THIN PROJECT LIMITS FLOODPLAIN: FEMA MAP NO. 51003CO237D, PANEL N0: 0237D, DATE. 214105 NO 7E. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS RETAINING WALLS. NONE PROPOSED STORMWATER MANAGEMENT- INCLUDED IN THE APPROVED WPO- 2008 -106 'OLD TRAIL BLOCK 4 ROAD PLANS' NOTE THIS ESC PLAN RELIES ON SEDIMENT TRAPPING MEASURES OF OTHER OLD TRAIL ESC PLANS. IN PHASE I OF THE ESC PLAN, DISTURBED AREA WILL DRAIN TO THE SEDIMENT BASIN APPROVED IN WPO- 2008 -00106 (BLOCK 4 ROAD PLANS) AND SEDIMENT BASIN #2 APPROVED IN WPO- 2010 -0075 (BLOCK 13A). WHEN THE STORM SEWER STRUCTURES ARE INSTALLED IN PHASE 2, CONSTRUCTION RUNOFF WILL BE DIRECTED TO SEDIMENT BASIN 1 APPROVED IN WPO- 2008 -00014 (BLOCK 3). THESE PLANS MUST REMAIN ACTIVE UNTIL THE GRADING PERMIT FOR BLOCK 4 IS TERMINATED. BLOCK 4 IMPERVIOUS AREAS Category area(sf) area(ac) bldgs 39,500 0.91 dwys 11,800 0.27 porches /decks 4,500 0.10 roads/ parking 40,200 0.92 sidewalk 7,000 0.16 future lot 40 bldg & hardsca a 3,600 0.08 TOTAL 106,600 2.45 ROADS _ 0 6" s" OLD TRAIL BLOCK 4 FINAL SITE PLAN JULY 12, 2010 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA - G SENIORILIVIN, , _T -- - 1RL4 ESTATE„ l - -- LLC: -- ,� t ' DB 3739, pG - TMP 55E41 307 r " ! M/�RI MOUNTAIN ` 't A �I PpOF�-ITE ` PR L RIVE 10.3__ , 5380 GOLF bRt.,�/� SUITS, 1 I �-- - -- - 1 103. - - - ', T} , i tOZE 229 VA- 22932 - - . — - - -- �i , -- � '� 1�� `,,- -� -�, '• ��--;- - cam-*-= ��-�,. GOLF�DRIVE — - w 7MP'55E1 -A1 \ _ MACH MOUNTAIN \ THIS PRQJEQT \\ SHEET LAYOUT SCALE: 1' = 100' CURRENT OWNER /DEVELOPER MARCH MOUNTAIN PROPERTIES, LLC 5380 GOLF DRIVE, SUITE 103 CROZET, VA 22932 EXISTING CULVERT „• •„ EARTH DITCH CUL VERT COVER DRI VEWA Y CUL VERT DROP INLET & STRUCTURE NO. E -1 BENCH MARK CURB SITE PLAN S-2 UTILITIES S -3 CLEARING LIMITS CURB & GUTTER _ _ - _ _ S -5 PROPOSED PAVEMENT T VDOT STANDARD STOP SIGN EC -3A DITCH -------- 200 -------- EXIS77NG CONTOUR DEPTH OF EC -3A DITCH 2QO PROPOSED CONTOUR EC -2 DITCH 24x55 PROPOSED SPOT ELEVATION STORMWATER MANAGEMENT CALCULATIONS �- 78C DEN07ES TOP /BACK OF CURB ESC -2 PHASE I EROSION & SEDIMENT CONTROL PLAN T/B DEN07ES TOP OF BOX DEPTH OF EC -2 DITCH ESC -4 STORMWATER MANAGEMENT CALCULATIONS ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 o Rp1�0 USX �o CR ZET s9 4 THIS o� PROJEC C R RpNrN g-to g ROWNSWLLE 5 E. S. TO C RLOTTESVIQLE 250 WA PIKE M S HENLE Y ��ARO RO�KFl Q s4 Q WESTERN ALBEMARLE t� N H. S. VICINITY MAP SCALE: 1" = 2500' Sheet List Table Sheet Number Sheet Title T -1 COVER T -2 OTV ZONING REQUIREMENTS E -1 EXISTING CONDITIONS S -1 SITE PLAN S-2 UTILITIES S -3 GRADING AND DRAINAGE PLAN S -4 SITE PLAN DETAILS S -5 TYPICAL NOTES & DETAILS R -1 ROAD PROFILES DP -1 DRAINAGE MAP & CALCULATIONS DP UTILITY & DRAINAGE PROFILES DP -3 UTILITY PROFILES SWM -1 STORMWATER MANAGEMENT PLAN SWM -2 STORMWATER MANAGEMENT CALCULATIONS ESC -1 EROSION & SEDIMENT CONTROL NARRATIVE & DETAILS ESC -2 PHASE I EROSION & SEDIMENT CONTROL PLAN ESC -3 PHASE II EROSION & SEDIMENT CONTROL PLAN ESC -4 STORMWATER MANAGEMENT CALCULATIONS LL -1 LANDSCAPING PLAN Sheets from Block 4 Road Plans Minor Amendment T -1 COVER S -1 LAYOUT S -4 STREET DETAILS & CROSS SECTIONS R-2 ROAD PROFILES DP -1 STORM SEWER PROFILES DP-1A STORM SEWER PROFILES DP -2 DRAINAGE ANALYSIS DP -3 DRAINAGE COMPUTATIONS LL -1 LANDSCAPING PLAN 28 TOTAL NUMBER OF SHEETS APPROVALS DATE DEPARTMENT OF COMMUNITY DEVEL PMENT PLANNER/ZONING 7.121-11 ENGINEER 11,2612011 INSPECTIONS l -a! c. ARB DEPARTMENT OF FIRE RESCUE a . or•?l ALBEMARLE COUNTY SERVICE THORITY 1/ VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT k la k 1P.- 9 DPI f SCOTT R. COLLINS H Lic. o. 035791,2-- o��ssloNAL 0 C11 0 O C11 ­4 Uj 1-4 Q Ln O N M k kD L9 M Z M N � M O L11N w� L9W W ►-a C/] O ►-a U w� W C/1 ZW 0 H W 0 0 z LU F--1 Q z F-1 U O J F� 0 J O w O w CL A z z z z w w w w Z U U U U o f z z z z H Q cti) UU O O O O oC °C U U U U IYi W W W w Z(n Z O Q W x N N Z a m m m m Q ,, a z � w w w w i w a w a a w a W ce o W 0 W 0 W 0 W W W LY 0 C11 0 O C11 ­4 Uj 1-4 Q Ln O N M k kD L9 M Z M N � M O L11N w� L9W W ►-a C/] O ►-a U w� W C/1 ZW 0 H W 0 0 z LU F--1 Q z F-1 U O J F� 0 J O w O w CL A paso sTAtftdEM attia'rttmvn>< m Dow SaNaWw 14, 2005 ZMA t7: Z MA,milom oldTaR vulap Talm pporetwombef: 50-1- A1(poHioa) Aa wfp macioutAy 237 aarapmfim.of taa map.p ovd QSSiPO1-0"00Ai is mid00 ao h+emnir8Vpqrmd*ZUA 2004.024'nbdame to 6b PAir 36*m a (d w 07raparW5. The popstyi�a djany� bad '�rilhmutePifyaaaheyeyts�of'9 of ti°a o°oaa>t+l��{p�.l�an � /M ". CANT � GO�.� � iCW b Tisasuats Qeeq p, ooddhtavigg mim t0) dicers, dated Jum 24,200S, let tavised 8%oamber 12. ftwiltyis 2003, and saai�sa Lenebo ar Idhs " � }y't°"). bunk l .pmpusw L.Liw, a lustria liaofeed lh"itY oompmy (tlaa 71w ooem b umby vohaasulypdofi<ead dais if the Alosa le C.omtY Board of gh,pahvlaoei'eots taremoas tbeltiepatyeo Ns&%odmad ivlodd Dist" as nyteat C *0 Oaaher dieA d.v.tpp die Pdopaty io aavosd ddb sad d1a fbWo�riotp+� Pss�b Seeeiaa 1s.?.,2'L98 of die Gbds of �tiapiaw 19s% as amOWa. pn<mfot is Seclioa 333 of0m Ai MWW COMAY Z0 ft oarafamma. "m ccalmosts os vaf atf 1. 'is I m pan af9' a'momin& Orddr eowNradmo*hftm'dW(1)thetrmion I's i gkMdwmt wvmdfcfifis0mditimd: sad(hard►oowiai(aaelettars 01406140 atetemooasatsequaitNd• lfrmonas appliatttio D"2M- 24bdmi4doWpoggo immedalatybsaollamidvaidandofm augmtmadosixt Ibb Prawn swarmed *0 retaleto do Gm al DeYdolsmat phm and to to Code of in Deveiopmeat dosed Septarhltaa 1Z, 2005, mnd Sltad�ed baeai dti (the "Cade' Qf D i. no. owaerdwl dsvote a tsrenfarpeeosaa(�97i) •maagd �haP' �o�stYtopt�aeeaPaooaral°osl�nsa .lrests�taffla..c+.ea+drlsa. ofthisNhamspaoshshdrvriddmsve (�11 der dud dsos�stZMA 200�t4 isappifowad bytbp Comet'. orwiAin 11�ay (3d) days a11Mt rte am and a 6.7 =rcee ammaa Y NOR, mob" flYgaatdh ,m on A mms of 9 stem anneal D.rdspsneat Pban(adleegvaay, die "Palfaad (lroeowAY Atot'� AAerft b dedW" to PWft r+ss► sae9p±reEantl flsaaawq Atiaa ooUiianataba inchtdad iatbew W hard oF/oed+pao�a and aaashitiaa vri orllis Paopenty. At be dos oftw ooana'Ymm sad dW$odioq, op Pads and (ilsenswq Ataa ANii vvll bafabjeat ku Oe Arabitactooll Sad liodeoape Bodnd■ada fir (rld lytul 1smelto fills' fbst:o OfOrmselopmant 'lthsreenr�nitlee »wttldtellrs baiedr>ttd b the Cosy fiuclablia ifes dhdil >Y * Old �i o�ee'a Ash► 'f1» d.dioaieaafmahui� mad lea k+dashd:atiau bs. fba 4 O Aootft'IY`oi+ +to Brit Still 104 nN �ssrsbs •ada.dmasxlea�r a beta naa di. ail► by { bgdoaT .,lritar�ecoPMdelhlfosaahfsi Paa(4etlios,LLC., ayit�niAZio°oeed try Coonaiadi�a�a �a!ee: _ ..► -� Ott -cam Tfds taooaiDm°oA.vermle!a ofthe pidAr idateaieatPtefsabd bo had appsovadblrMls.Bowd. w3m chaaNee,on.Sevtesahar t!4, Zoo#. 7 simple iedetast in sob land. If ea Pads and oioom my Area land is na do&m d is pat of s sits Omar aaltd VW0 P1M, the Owadt dba11 pay eba soap of aheveylnp dm laad aad rV1110 0 deaf ofdedxeadoaa• 'fhe Osmer dbnl ooerhnot tha f1d1> dlo 6.7 -rye lit�a�+�' AsaM � Aim ,,bW S of9 ofd C#°aerar ! Dc"iopowA plat: i i 'd I k (6)nWm0x aaer dm 1FPmv11 by dha Coin of the fintaubdivisien pia or ante Gila appiiabls m aiy paw► oftl9* 30 of 31: I%tW d" W Smnha�oled fD fba.Camty ataadaada R�ra ir7w A tnaL adlh a or- of oampecand stain dulL 2. The Owaar edatl plwLie asble �> agwl W 6fleemi pocoartt p3�i)�wa lil muidelegl umus wnrteaatbd awffie AmpatYl►* of for�slc � aWl �. +� (bntnat �r batarlao�0. 'ad .orieasocyum(tt. ' 11pat�ab( a4oaaasduottw :+dallbamacoodlY'�apaaad cis � r ptevded b dsfspSn� � a dud otdhe QeoardDewdoPmsetVIM 00d*'Corm ifdmownereteabuits pdainto pros;; 0s# br�aata�. inpl+ a, 6amilyaao6edmioada�ordsblexaseat +aeaohuodla . li lbeappltodtn+ratd ba l3lL.regni°e U=L Badh��m4 Wspinflfriwdrrl� ehe Propaty�aA 4tta rho bb ortioa� tr appi�0. �'�► w da eenm. had 4°° dill°°`_ °fAd�`paad9er''°°•°ep°a._�...t' a X*Ovbkn PW ad site aorh daut>tsuefsg nosh e iateemaoa� carols w` beapganMad Uy aadphagmalitjlahi ds/�!i atmmmaa°aP�� axa�tbtaals. ifdie 9hisddnegt'1 wldteot aqy to W iotiOts d to dhs'8tat Oda o[aad6a 6. he P1 ban ra to e iammob& dheevmtaa 2 ompo airy -aver• or -8mr- a d a bft ddypvowidedbo "mr, mbd Adlnot or she Am atbtddis udb to dw ,Grail, mdis dial bNNOW dooldWrdfy Ptbr to ttio ism of s boildigs pemait for due five �pyaoells .�+z�ema'�14�:MI�ea'tlr _ Wdf!adda(�rIA, rd dy dug aatsateted A. TLePlati° irdl0bnwd1pn4p�e +dbmi�"8diroe�:attaoado�s, Mild, aadelber Athdnaaa the Cp�tY>.ddtaraabada#ro ap!r�ad oo `°eei$t dhdt the PL�1a � ae�aheed o[�ta paraOtapp 4. B. "fiyi P7m dint badrswmi to s amide tact Nrddertbw mina (1) iiioh cradle filly (SO) faeG C Au paaPosed Ncadahp dhn be dhows witla aoe4o r betauvabiadt Wm.1er dm two (2)Seat.liltcoupa bed amfacdtaaa °yeem low Awbedepy►dbpswa. aepspaoposed wwbw propaad: "be Am to aaerra 6A aapA-- ddfilwMpa �provids aaogoads teWtoo live lfoodb o(dwaftma is dw evemsrwem lYsaa�ah D. 0rm%d v1Wm on bur P mWmd is be phtdsd w4detadNra'MN t s) shsl not aaoeedng�disat .ofllraaC3 }'BoattodhatmmiW diapuoiafbrs�uaW(1)lbutMOah�al rlsa 1W (3:1). 8leepaf slops dada be va, staled *6 10W msi erns r delamaiaaed to ba e it'll/ CeNngr'a PNOgand aa0isetty isppaavalofsta sapaiaasrMl Pis► fiuraim agaemy. Tim sleRer elgpar dbr m allo""diak.VWiad ilwa0ebarTingmd mdaeare�d ►anetl}�btafvar"X(06or.6 40144 lmi,*sDomay fioide thrt tbaa6ow Sor+teepat+trpM hroa►dis9Y mead R sotb s,4rumN4 any flow horn/ up do daee(4).'lots bafdrabotaimv W& sloes eewaroc^diiuc0ed o t dadaats waY aatdde oftbe blfk S B. (4 not teat fw arch fo 401 affioaYhk uric sihall ant a:aead tbsWen- amrant mid appfiabloUuW= am tat no approved brit Cmdy Haushst boa In each niNa�eat aalandar yar, daa.a°oodalY,Oerme fir mmA forams af3ordsbb veil otay be mmusad tiP tnftw Pwwg O%). ft piucposea of ft pavffer a4hteim60d, the um "" rug *mum that die rat dam not soohaiatco",Pid*Ii W& The t.q*m mt *m*a rN N fin=ch fwc aat dl'oodd*ub aynot a wind &$ MKWM nti satabNahed in his ZB andl apply for apedad of frva (S) yearn folosrh� the daa the oeetifoase of oeaapanoys �edbYdis Coaatyfioeeace ion- rmCafbmdablepoit, ac atril4°e uni sso OWN bar arnwdarmileQOac Whirr 4udtli S search aoderd* ftbb Vh*x 8r m0u ft Seed= wbWwv f cache , AM (is Atbddit Tv=L"% anal Urbm Daysiapmao� Al deeds caamb* anyfa4atat fa the f0*4100 adoadabDe uod� �S� A ddiadtell adn4dn ittnNuttNs raaitioNt3et mach Wort is aabjaot to the lamas ofddd phaaNntph 1 b1 eddillsn, aU oarrnatitt paftdriahu In o+°onreysooe of any f 4mm aflirtdaUlasdit. or sigrisltt.>lthsee durieRdue AfRlidebla Tama dhdi ooei�e a aoanpleoe tad fill difmaahte atmo nrpfaima tad oahrl°oit a�bliabadbytpi. Pa.h 2B At lest ddaty (30) daPsPdoeft0 the ooifvpyaatx o(aa�y irtdtaet im asry &tr.taot Sflitddabletadtdtdring des AfbisTatm. dw �reataaR ow�aar abuIInatf>4yffis l�oiainf<Yinwritbaia[�e rageftP aa�hania af9ibpaa�2�2ben sadia6ed..I10� and (3)• it if at " DnrioN &e AfP'adabl Tom. wit>oa O tty (30) d1�ys of ach raofd ar 1suaMfm fir wadi rest s1++tail, me than -aMamt owner,helt V*vldsto dw Albsdaadla C4M* How Of m a o*Y ofthesaadol.ar i@W MF I ts►i farm& ooh Wait rangd that ahoss ttieraMd.nrbs fat "Me add We lam of*a Omar a %M' aet� meat• laad�tiao ►dosi�l�Ielliibadalkia�'ataa, the> beaanc�+ntowaef�ItIlptaVWotad>e Canty, iftaque! tad+ aWcsP° +*tgrwaaVaemeau,orodheraatapadto � �r.Nd rrtas:a Ws'Cosadymytaa�ndiYm4 C (1). At kcal ffr pwome (40 0 of9a aflbadrbte hGmW9dwdit mica dou be forsake units. J f✓ t (2j No mode dtaa' lhittY Peon 1(30%) aftin.agat4 obordbrp dwdbog unitumaybsfortaatapabndmte :2- -I q 03 Nom sn tbm ftw pwcw (30%) of the rtt6aaddbkboo&g *"ft unbauaybescoNrrryasrid. For PrepaeasofdtPapm B'e rsbMarhsae, "MOasMrrYua►oP'abrtl mum AvooaatocyllpeAnenb vadefloail bdusAl6amtlsC00myE'ods.Cheptef 18, Saadm 3.1, Soda ,, .S, m , , bydleA9b mvAj%ACoerNyCode, tbmpw 18, Sodiow S.1.34.0d a=ft wlbio a BuldhmCWL dare)lia�.ar a twafipititydawlilesiu.dGfined.m �[sVir�a:U�>be 3 F. No axf3ros daioaNe arsoaaaraddrmW lot d mU bays macs dmn omo-hdf (iR) me of land) drsinies fa it. O. Al daaRs:fi4mtalb; i°a1l be dried adorn ktts in astoetn mar to a paint beyond the itarafthabtdgdiat ells. IL ibmm Pisai athdl dmdaanMeMe thet drivavvaXm m lath wrll natb6!1 APer*m twenty (20 paraeatt ndan p „tby. taeartbat motbiwsr+g! da theme VW& be Safe and aoanvnoieat ire vel id ( eonoeymq ) to no dee *vi way, said ebdi i iog><tp�akllOm�ast:dromtt u dthouwm anew ON, -1 mvebii"10 avid sarapiirBt �ewv4GCm bodl►aa t►a deirarvay diriho sumit A4*Wm *Nd Y gadinSs>asitl pso�ids m eea in fMat aft pdaposei Via, a m seas pavpoaed far vahiole pdddaN w rx+e as Inn ass is pdopaflad, Let is snot lsa.gNo ei sn ilSl fias9n:3gph GmtwM be Noleed ne �itrep ar tti.n eyj►c (� P L The Pisa iodt danoioatate tmn-Mtme 010 0401 ten (10):fsatr3n109U 9"o lac Omit >ios ifRls lbiss dshmi:(30) � itmmdnpottian oftbsateacb>ti'a ifieimt Etna aluas.hpiQaiesao atadparibdaadtan <t0)paasii.+ omtb oe a ran dWdHrN<tipttrti m%b*mwd bye d Tbia �adadretha�is asiemd fiem the antraosssla dwdrtl+wa°ya or WalkNmyi teomsatiimihadfrdtir�;b dle att+00A J. /y+q'sspahia areraif &catdWasmaybawaivedW -ft 001W, a*Wwby raab�milM s ws�t ar++�gowt w3ta titer Pmlinadetey plat. Nance a topma if al ok it abmri ipolode: (q a, jrsti8mtioo far dad segoeet ahogdneil.ia a ca�Sed srNbasde's rglo� � �� dlpMiopaiubeeweetnetwodtataso�anamailsrt5anamis (1)ia�eharquW , feat (iiii a omooyMald P� at a aorta m lades/ tbw has (1)'mdh±grds twa btmtised aLowintseevsysdboundadasotffiapaaprttY +tiv)i�o byoft P s f0at iamavala.foc the pdoparbr beingsolidtriied mad ken mb!attb>N Yodmte a dadaitha�i� leati4�!ed (S00) fbettoom�obesrwafgliaMaralwwsdiatmnoedala +naoedtobedaaffiilait►ydbadpdh (v) ft bo diem of $bans, steep dppa, doodpLins, lwosdew ooft o&,(V dapgpaed layaaat of stuealtaed 4q/s, mdt typos. mss. aM looatign ofPea ft is apps in ravbwinE awaiaar° rahCiert. drC 4urtyi' siMUaroadstw )1eUaeridhsalbeeaflvePaP�' bytbsOirtaersatie8sadss efths► e�Yegarstiob .+edvSdiaatieMtsn+dhhivalent dWNm busppeo96aNa doak3'> sT�i6dbatrs4ddada iwmoe;w#' tlaregnlfamaatoyddtaasp Anon"od•ofdaeCaadty' ;$ and WaterPaateedsa t3ttdliimhasrorceb�IawMsaawatbapoNici aad'dioyrdvar would motbedstsd tt►Mlspdriieiealth aaidyrorwafHtha� totbe osddafrde4dol►laprae of die P24604 andio ohs laorltatiseu4 drrtdtev IL TM Omilr tuxy t0gNrj!dMt* Pimbaaatendod at ivay brand All ameodmmts eNenbmsi> sjeetaeirtaviawan�pludYtdbynwf7aoatYleer• 6 SPATIAL ENCLOSURE RATIO RETAIL SPACE REQUIREMENTS per approved proffers for Old Trail Village RIGHT OF WAY SETBACK/ BUILD- TOTAL DISTANCE MAXIMUM EAVE HEIGHT (BASED ON ROAD (FT) TO LINE BETWEEN 1:2 SPATIAL 192,000 SQ. FT. 33 UNITS DIMENSION (FT) BUILDINGS (FT) TOWNHOUSES GROSS RESIDENTIAL MAX UNITS LOTS 1 -8 & ENCLOSURE RATIO) Claremont Lane 55 8 71 35.5 Brookley Drive 55 8 71 35.5 Old Trail Drive 50 8 66 33 Golf Drive (Reas O BLOCK TRANSECT AREA (ac) Creek Drive) 61 8 77 38.5 RETAIL SPACE REQUIREMENTS per approved proffers for Old Trail Village # OF D.U. BLDG. PERMITS MAX. ALLOWABLE RETAIL SPACE 500 48,000 SQ. FT. 1000 96,000 SQ. FT. 1,500 144,000 SQ. FT. 2,000 192,000 SQ. FT. CODE OF DEVELOPMENT REGULATIONS approved for Old Trail Village 1 PARKING ANALYSIS UNIT TYPES QUANITITY MAX PARKING REQUIRED PROVIDED MARKET RATE 33 UNITS 74.25 66 TOWNHOUSES GROSS RESIDENTIAL MAX UNITS LOTS 1 -8 & MIN. LOT MAX MAXIMU 15 -39 to -a- (1) HOUSING EQUAL 70 FIF7EEIV PERCENT (15X) OF THE 70TAL RESIDENTIAL UNITS CONSIRUC7E0 AT OLD TRAIL VILLAGE DEVELOPMENT SMALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND 7014NHOUSES AND FOR -RENT CONDOMINIUMS, TOWINHOUSM APARTMENTS AND AFFORDABLE 6 UNITS DENSITY 12 ALLOWABLE SIZE SO. FT.) STORIES M LOT LOTS 9 -14 J a O BLOCK TRANSECT AREA (ac) (D.U. /AC.) 19 NOW RESIDENTIAL CONDO Z COVERA FRONT SIDE YARD REAR YARD 97 DIST AREA MIXED USE MIXED USE FLOOR AREA NON -REST- MIXED USE GE SETBACK SET- BACK SET- BACK TOTAL # z� SHEET NO. FOR F- (SQ. FT.) DENTIAL/ (MIXED TiON OPEN W u) Lu (AC) ATiON AREA (SQ. FT.) (SQ MIXED USE ATTACHE USE) APARTMENT TOTAL UNITS AL 4 CT5 3.3 18 59 0- 30,000 N/A 4 80 LOTS 0 0 (1) SIDE YARD SETBACKS OF AT LEAST 10' SHALL BE PROVIDED TO ENSURE ADEQUATE FIRE FLOW, BUT MAY BE REDUCED TO THE QUAN7177ES LISTED IF APPROVED BY THE COUNTY FIRE MARSHAL. (2) DISTANCE 70 GARAGE OR CARPORT FROM REAR PROPERTY LINE SHALL BE FIVE (5) FEET OR SIXTEEN (16) FEET OR MORE, BUT NOT IN BETWEEN. (3) REAR YARD SETBACKS FAR TOWNHOUSES SHALL BE AT LEAST FIFTEEN (15) FEET. - "NOTE: VARIATION HAS BEEN APPROVED TO PERMIT 10' REAR YARD SETBACKS FOR TOWNHOUSE UNITS 1-8,15-32. PHASE 1 PARKING ANALYSIS UNIT TYPES QUANITITY PARKING PARKING REQUIRED PROVIDED MARKET RATE 33 UNITS 74.25 66 TOWNHOUSES GROSS MARKET RATE UNITS AFFORDABLE UNITS LOTS 1 -8 & Z O a Q W p 15 -39 to -a- (1) HOUSING EQUAL 70 FIF7EEIV PERCENT (15X) OF THE 70TAL RESIDENTIAL UNITS CONSIRUC7E0 AT OLD TRAIL VILLAGE DEVELOPMENT SMALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND 7014NHOUSES AND FOR -RENT CONDOMINIUMS, TOWINHOUSM APARTMENTS AND AFFORDABLE 6 UNITS 13.50 12 TOWNHOUSES W ° TOTAL N Q LOTS 9 -14 J a O BLOCK COMMUNITY cje a m 19 PARKING CONDO Z SCALE TOTAL AREA 87.751 97 NOTE_ PARKING SHALL COMPLY W1774 SHARED PARKING AGREEMENT APPROVED 4- 21 -10. THE DEVELOPMENT OF LOT 40 IS NOT PART OF THIS SITE PLAN. PROPOSED DEVELOPMENT (CUMULATIVE OF ALL BLOCKS) FOR OLD TRAIL VILLAGE SCOTT R. COLLINS5� Lic. No. 035791,'t-, Pow f� w� �SjONAL S_%G H W RESIDENTIAL UNITS 1 M N a W m E GROSS MARKET RATE UNITS AFFORDABLE UNITS = Z O a Q W p RETAIL to -a- (1) HOUSING EQUAL 70 FIF7EEIV PERCENT (15X) OF THE 70TAL RESIDENTIAL UNITS CONSIRUC7E0 AT OLD TRAIL VILLAGE DEVELOPMENT SMALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND 7014NHOUSES AND FOR -RENT CONDOMINIUMS, TOWINHOUSM APARTMENTS AND "" U O O Z W ° TOTAL N Q PREVIOU J a O BLOCK _j cje a m m � CONDO Z SCALE AREA OF AREA RECREA AREA OF BLOCK AREA CLASSIFIC NONRESIDENTIAL AREA S.F. S.F. TOWN MINUIM / � RESIDENT! TOTAL # z� SHEET NO. FOR F- W SLY OF TiON OPEN W u) Lu (AC) ATiON AREA (SQ. FT.) (SQ DETACH ATTACHE HOUSE APARTMENT TOTAL UNITS AL MARKET % OF TOTAL FOR RENT ACCESS NUMBER % OF BANKED LOTS RNV AREA SPACE Lu v L� FT.) ED LINTS D UNITS LINTS UNITS DENSITY RATE UNITS LINTS SALE APARTM ORY OF UNITS TOTAL UNITS BANKED UNITS (AC) (AC) (AC) (6) (AC) (6) O S U Z x N °' u U Wa� 7 0 a 3 (DIXAC) O �� ENTS J UNITS J 0 C (D F__4 ca � 0o J ul �♦ H a �3 0 rn ^ Z c T USED (Y Y w v, 1 5.1 mixed use 54,500 - 60,300 10 855 0 0 0 73 - 78 73 - 78 14.3 - 15.3 57 - 62 78.1%1-184.9% 0 14 0 14 17.9% 1 3.05 0.0 4.3 0.54 WA WA 2 4.9 mixed use 80,000 0 0 0 0 78 78 15.9 78 100.00/0 0 0 0 0 0.00/0 0 11.7 U O WA WA 3 6.8 mixed use 10,000 0 0 0 25 0 25 3.7 20 80.0% 5 0 0 5 20.0% 1.25 0.0 3.6 2.31 WA WA 4 3.1 mixed use 4,500 4,500 0 0 39 8 47 15.2 41 87.2% 6 0 0 6 12.80/6 0 0.0 2.6 0.92 WA WA 11 2.7 mixed use 2,000 0 0 0 43 0 43 15.7 27 62.8% 12 4 0 16 37.2% 9.55 0.0 2.6 0.92 WA WA 13 3.7 mixed use 3,000 3,000 22 0 0 28 50 13.6 50 100.0% 0 0 0 0 0.0% 0 7.5 WA WA 14 2.9 mixed use 3,000 3,000 13 0 0 28 41 14.2 23 56.1% 18 0 0 18 43.9% 11.85 0.0 WA WA 15/31 4.9 a� 0 0 15 0 0 0 15 3.1 15 100.0% 0 0 0 0 0.00/6 0 2.3 2.7 0.4 WA WA TOTAL 34.1 1157,000 - 162,800 21,355 1 50.0 0.0 1 107.0 1215.0 - 220.0 372.0 -, 377.0 311.0' - 316.01 1 41.0 1 18.0 1 0.0 59.0 r 15.9% T 25.7 1 21.5 15.8 5.1 1 0.00 1 0.00 SCOTT R. COLLINS5� Lic. No. 035791,'t-, Pow f� w� �SjONAL S_%G �I I I ICI° 0 0 0 0 Q N 11 C) O r*1 P, 00 Cf1 H W H M N a W m E Z O O = Z O a Q W p > to -a- (1) HOUSING EQUAL 70 FIF7EEIV PERCENT (15X) OF THE 70TAL RESIDENTIAL UNITS CONSIRUC7E0 AT OLD TRAIL VILLAGE DEVELOPMENT SMALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND 7014NHOUSES AND FOR -RENT CONDOMINIUMS, TOWINHOUSM APARTMENTS AND "" U O O Z W ° °�' N Q J a J a O z _j cje a m m � W Z SCALE Q Q U) (4) WHE1V BUILT -OUT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS "ACCESSORY UNITS" SHALL MEAN ACCESSORY APAR7MENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SEC77ON 5.1.34, AND A N j a a too (5) 7HE OWNER MAY "CARRY -OVER" OR "BANK" CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AFFORDABLE UNITS THAT IN THE AGGREGATE EXCEED 774E FIFTEEN PERCENT (15X) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE U) � �I I I ICI° 0 0 0 0 Q N 11 C) O r*1 P, 00 Cf1 'A OF IUTAL AFFORDABLE LHT5! i 69.5% 30.5% 0.0% ITT BANKED 4.3 o UNITS AVAILABLE M N a m E .... _...... = U _ N CL to -a- (1) HOUSING EQUAL 70 FIF7EEIV PERCENT (15X) OF THE 70TAL RESIDENTIAL UNITS CONSIRUC7E0 AT OLD TRAIL VILLAGE DEVELOPMENT SMALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND 7014NHOUSES AND FOR -RENT CONDOMINIUMS, TOWINHOUSM APARTMENTS AND ° 0 JOB NO. ACCESSORY UNITS EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNATE THE L07S OR UNITS, AS APPLICABLE, THAT WLL, SUBJECT 70 THE TERMS AND CONDITIONS OF PROFFER 12 OF ZMA- 2004 -024, INCORPORATE °�' AFFORDABLE UN17S AS DESCRIBED IN PROFFER 12 OF ZMA -2004 -024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNi75 DESIGNATED FOR AFFORDABLE UNITS IN7HIN EACH SUBDIVISION PLAT OR 97E PLAN SHALL CONS717117E A MINIMUM OF FIFTEEN PERCENT (15X) OF THE LOTS IN 02009 z 0 Q N (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40X) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UN17S a 0 SCALE (3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS T c 01 (4) WHE1V BUILT -OUT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS "ACCESSORY UNITS" SHALL MEAN ACCESSORY APAR7MENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SEC77ON 5.1.34, AND A ° a o 0 UNIT W ININ A TOO- FAMILY DW£LUNG AS A TWb- FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. (5) 7HE OWNER MAY "CARRY -OVER" OR "BANK" CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AFFORDABLE UNITS THAT IN THE AGGREGATE EXCEED 774E FIFTEEN PERCENT (15X) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE o W z� SHEET NO. W F- W (6) THERE ARE NO OPEN SPACE AND / OR RECREA7701V AREAS W17HIN 774E BOUNDARIES OF THIS PRELIMINARY PiAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD ]RAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT. T-2 W u) Lu -Z Ld i---� o w r Z t� m w z oz CYw L to W Lu v L� J o H� L9 0 U. 0 0- �o o� 94 �- z c o O S U Z x N °' u U Wa� 7 0 a 3 W t O �� J 0 x J 0 C (D F__4 ca � 0o J ul �♦ H a �3 0 rn ^ Z c T (Y Y w v, z 0 z . °_ W U 1-+ Q O z L N CA J J C, 0 , J o 0 � o v o J o � 0 a� a N U O O � U O a� N W o 0 'A OF IUTAL AFFORDABLE LHT5! i 69.5% 30.5% 0.0% ITT BANKED 4.3 o UNITS AVAILABLE N a W E .... _...... = U _ CL to -a- (1) HOUSING EQUAL 70 FIF7EEIV PERCENT (15X) OF THE 70TAL RESIDENTIAL UNITS CONSIRUC7E0 AT OLD TRAIL VILLAGE DEVELOPMENT SMALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND 7014NHOUSES AND FOR -RENT CONDOMINIUMS, TOWINHOUSM APARTMENTS AND ° 0 JOB NO. ACCESSORY UNITS EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNATE THE L07S OR UNITS, AS APPLICABLE, THAT WLL, SUBJECT 70 THE TERMS AND CONDITIONS OF PROFFER 12 OF ZMA- 2004 -024, INCORPORATE °�' AFFORDABLE UN17S AS DESCRIBED IN PROFFER 12 OF ZMA -2004 -024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNi75 DESIGNATED FOR AFFORDABLE UNITS IN7HIN EACH SUBDIVISION PLAT OR 97E PLAN SHALL CONS717117E A MINIMUM OF FIFTEEN PERCENT (15X) OF THE LOTS IN 02009 SUCH SUBDIVISION PLAT OR SITE PLAN. (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40X) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UN17S o � > SCALE (3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS v �, (4) WHE1V BUILT -OUT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS "ACCESSORY UNITS" SHALL MEAN ACCESSORY APAR7MENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SEC77ON 5.1.34, AND A N/A a o 0 UNIT W ININ A TOO- FAMILY DW£LUNG AS A TWb- FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. (5) 7HE OWNER MAY "CARRY -OVER" OR "BANK" CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AFFORDABLE UNITS THAT IN THE AGGREGATE EXCEED 774E FIFTEEN PERCENT (15X) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE o PLAN AND SUCH ADD177ONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE FIFTEEN PERCENT (15X) MINIMUM ON ANY FUTURE SUBDIVISION PLAT OR S17E PLAN, PROVIDED HOWEVER, THAT THE MAXIMUM NUMBER OF AFFORDABLE UN17S THAT MAY BE CARRIED OVER OR BANKED SHEET NO. a o SHALL NOT EXCEED FIFTEEN PERCENT 05X) OF 774E TOTAL UN17S ON ANY SUBDIVISION PLAT OR SITE PLAN, (6) THERE ARE NO OPEN SPACE AND / OR RECREA7701V AREAS W17HIN 774E BOUNDARIES OF THIS PRELIMINARY PiAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD ]RAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT. T-2 v v F k 11 ■ _ ■ A 1 CH p F x TMP 55E -C ■ r► LOCK 2 v MP 55E1 -A1 // o� MA CH MOUNTAIN R P TIES ■D Mid H MOUNTAIN • 11 ■ TMP 55E-01-Fl- i r 0 SCOTT R. COLLINSZ 5 S IT -- - L ■� ! i MARCH MOUNTAIN `fAIN PROPERTIES 86 ■. OPERTIES % i �• U Lic. No. 035791 2 BENCHMA K ■m ,,'i F DRIVE SUITE 103 TMP 55E 0�1 F II TOP OF ST UCT E. // 538U �Ot 5380 OLF DRIVE, ��o I'7111 CROZET V 22 32 \ ■r �� PIE_DMONT SENIOR LIVJNG REAL ESTATE, LLQ ■ ITE 103 %/ �'' �SSIONAL E�Ol BLOCK 1 694.98 C) CROZET, VA 22932 _ - DB 3739 'PG 307 932 - - -- - - ; : - 1 A I VA 22 I� I !'I � C", FQ Imo, lu N N r LO W LLN �-' 10 0 oV, ico M )Lo G� CD I I i I j W M F, o1 N en -��N � QD Lf) A400 a: �J o; w i � 0 :3 0 �00I I U� _;I 0 � I r 1V Aw I - - _. -- 1> woo p , S59', 23' 46.31"W ��� n \� �.�/ - -�� _ ■Z - / 5 ■■■ t:■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�- ■ ■ ■ ■ ■ ■ ■ ■ ■I■■ ^ ■ ■ ■ ■■ I■S■■■■■■■■ ■ ■� ■ ■ ■ ■ ■ ■ ■A ■ ■■ ■ ■ ■ ■ ■�\ ■� ■ ■� ■ ■�con�� ■■i■ j • gym- ■■ ■■ ■� �•♦ # - . W W W W S50' 38 05.27 "W - - - -- - - - - - -- M - _ - - M 31.996 - � / � � � '� z w ■ S59' 23 46.31 >. W ` - \ 1 ° f \ ■ / 56.214' t Q� z z z z 248.131' \' ■ - - _ S59' 27 10.38 W - - -- 9 L= 11.773, R= 7.500 ' % Z w m J J J J r h� N30* 38' 48.09 "W i I o m a X89.9421 \ •�� O O a w w w w c 13.100 ■ L= 5:794,- R =9.500 ^t` N30' 36' 13.69 "W m m m m EXISTING (E) 20 WATER ■ 0= 34.9458' rr EASEMENT 2.636 ■ / / / ��� (� � FIRE HYDRANT z w w w w _ pis I DB 3795, PG 625 ■ \ �� • �♦ �■■� a a a a EXISTING 12" I \ i WATERLINE Lu m m m m v CA - ■ LIMITS OF THI PROJECT ce. S \ -- + - -- cn - - j O - -- -- -- . _- - -- -- - -- -- - ' I ' 696 o ! \ • d ri (E) 20 WATER • co N TOP OF EX. W/L I ■ - r I EASEMENT _ ■ \ , , �= / �-- _ ci 689.9' ( DB 3745, PG 672 / ■ \ o �I 0 Co 0\ 0 0 + ■ EXISTING 12" WATERLINE ` , % 14 tO ° `' O ■ / • .1 .-� -- 0 i p) ■ A 1 r� i. ao � 1-4 '- NOTE: TOP OF WATERLINE ELEVATIONS ■� TOP Qr EX. W/L I ARE BASED ON DESIGN DRAWINGS USED ■ - • 689.9' IN THE WATERLINE INSTALLATION. WATERLINE / 1 WAS INSTALLED IN 2004. ■ o) _ i ■ 0000 / d1 4 - BLOCK C6 TMP 55E 1 -G N m I MARCH MOUNTAIN PROPERTIES ■ SANITARY SEWER INSTALLED 5380 GOLF DRIVE, SUITE 103 ■ OLD TRAIL BLOCK PLANS FOR / • TOP OF EX. W/L ■ - OLD BLOCK 13 ' - - - 689.8' / CROZET, VA 22932 - 694 - ■ -- AU - -- - - -696 i ■ - _. (E) 209 TI \ • o a rn I I c1i ; ' ■ _ ._ .. ' _.._ - - _ _ /-EASEMENT \ • _. z L _ DB 1445, PG 181 a f k 692„ l ►° 6 NOTE: EXISTING W/L TO REMAIN ACTIVE ■ / ; ' \ N C ° DURING THE CONSTRUCTION OF THE PROJECT. ■ BLOCK 13 ■1i / CONTRACTOR SHALL PROTECT EXISTING W/L ■ • TOP OF EX. ''W /L TMP 55E1 -G : ' • THROUGHOUT CONSTRUCTION AND ENSURE THAT ■ \ w L,L 689.2' I ` ._ _ ' WATER SERVICE IS NOT DISRUPTED DUE TO ■ ■ _ __ _ _ MARCH-- MOUNTAIN PROPERTIES , 0 i i CONSTRUCTION. CONTRACTOR SHALL FIELD ■ - - - \ W ~ ° Z GOLF DRIVE SUITE 103 i _ LOCATE W/L AND MARK W/L TO PREVENT DAMAGE 5380 GO (f) o W J TO WA DURING UTILITY OR GRADING OPERATIONS. ■ CROZET, VA 229321; ■ ' z 1 4 J Ui I ■ • z ° w p J TOP OF EX. W/L L= 3.956, R= 470.500 ■ / ■ �' F� H 0- 688.2 i I X0.4818 / , ° ■ / 0 p o� L9 1 rn - . , . - ■ ■ ' " i - _ ■ / z o + x=87.9439 54 683 O L X15.708, -R= 4-0:000 p A- 90.0000 p 345.468' 3 U � N - - -- -- TOP OF EX. W/L 1 - - -_ _ ._- ■ '� � -'- i \ ■ ' ' ►� � L.-, o 686.9' MEMOS in in - - -- - - -- -- - - ■ ■ � � � - " BLO.kirx w -0- ic: Z� TOP OF EX. W/L ! BLOCK 11 U ■ i • • ■ t o W 685.0' \ =3 I TMP 55E1 -G ■ Z MOUNTAIN PROPERTIES ■ ■ •• `f' -� +I MARCH MOUNT ■ / / L p \ 5380 GOLF DRIVE, SUITE 103 ■ 1 ' ■ •• w ° ■ ,�•o / Q 0 CROZET VA 22932 ■ _ _. _ _ ♦ �' w a _ I ■ ■ + .?!-a TOP OF EX: W /_L - I i I \ ■ BLOCK LINES (TYP) ` ; (� ,► 682.7' _ ■ i ; ■ ' TMP 55E 1 =A1 -- -- o Q) ■ BLOCK 14 ' %` ■ 'MARCH MOUNTAIN ° i I 0 ■ - 6�; i PROPERTIES- - - - c }- TMP 55E1 -G / i ■ ui ° - - 5380-GOLF DRIVE, w -- \ ■ MARCH MOUNTAIN PROPERTIES / ■ SUITE 103- -- ■ CROZET, Vii-- 2932 w \ ■ 5380 GOLF DRIVE, SUITE 103 / ■ a- _ ° - • a �- _ NOTES: CROZET, VA 22932 / ■ JOB No. � o 1. TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR MIKE JENNINGS IN AUGUST OF 2=6, AND UPDA *D� i 0:3 t IN DECEMBER, 2oo7 THROUGH 2008. THE TOPOGRAPHY WAS FIELD VERIFIED IN JUNE 2010. ■ _ ■ 02009 6.0 - i 0 2. THE LIMITS OF-THIS PROJECT DO NOT CONTAIN ANY loo YEAR FLOOD PLAIN ELEVATIONS. ; SOURCE: FEIv1 _ - ■ (n> '00 MAP #51oo3Co237D, PANEL #o237D. ■ ■ SCALE .3 O 1 I 3. THERE ARE NO CRITICAL SLOPES TO BE IMPACTED WITHIN THE PROJECT LIMITS. ■ /' ■ - u r o O 4. THERE ARE NO STREAM BUFFERS LOCATED WITHIN. -THE PROJECT LIMITS. ■ 30 0 30, 60 FEET ■ - 3� - g. FUTURE DEVELOPMENT BLOCKS - TMP: o55Eo- ol- oo -000A1 OWNER: MARCH MOUNTAIN PIROPERTIES, LL` - ■ sHEEr No. ZONING: NMD NEIGHBORHOOD MODEL DISTRICT; USE: VACANT. _ . I �� % � � SCALE: 1"=30' m o ` - ■ E -1 2'2 r X , , X t PENSHAW COURT T NORTH) -- - y -- kt -- -- Tangent Data _ N GOLF DRIVE I I STREET TREE (TYP.) SE OCK I Length: 85.818 Course: N 300 36' 19.2822" WSC TT R. COLLINS Z ,II I 4 RO - OR AMENDMENT' ' i Circular Curve Data '-' - -- � � (� � �) I Delta: 06° 58' 29.401 U Lie. o. 035791 11, / - -- 1 Type: RIGHT Radius: 120.980 Length: 14 SIGNAL E� _ en .727 Tangent: 7.373 X =335' _ f -J Mid -Ord: 0.224 External: 0.224 Chord: 14.718 Course: N 260 42'34.3108" W Circular Curve Data ° - - LOCATION OF I I I Delta: 11° 25' 16.2766" Type: LEFT \ \ ° FUTURE TRASH YARD Radius: 101.000 TO CONSIST PAD, SCREEN D WITH ' � • -. I L) v I � V Length: 20.133 10.100 Tangent: 6' WOODEN FENCE ' I I - g m r w P 40 co Mid -Ord: 0.501 External: 0.504 z z z z SIGHT DISTANCE w w w w I 1 2 3 4_ 1. 5 6 7 $ a� I Chord: 20.100 Course: N 240 53'41.1439" W N g g f� \ EASEMENT FUTURE MIXED -USE BUILDING ° I I I! ry ,- 0 0 0 0 00 Tangent Data z v v v v NOT INCLUDED IN THIS SITE PLAN I I - - N O g o 7 3 19 282 W 13.45 Course: N 30 6 2 a z z z z 1 BLOCK 4 _ 1 1, �0000w ii T W O SE Length ° a f C i, i I �, �; Tangent Data Ce .. \ / ■� �■ I I ;� DOT STA DARD cn m w w w w o � � I -= Length: 167,826 Course: N 590 12'49.6062" Q �, •, :. CG -1i _ _ .. ANCH PE c o x _. I _j 1 ° n I 6. URNAROU D Circular Curve Data z Ce m � i� PHASE 1 - -. -- - -- 6. 2 :[: O O< W w w w w - - - -- - - - .2909 LEFT - - - 1 ..: � -� 1 Delta: 10° 58 5 T H o N 7. w a¢ Q z 1 J + I I j Q N OC OC li L � 1 OC OC o ° T ,. 6 Yl � Radius: 81.843 1 VDOT STD. _ 1 6 is 6. 6 > w w w w - - -- - - - __ - -- -- -- - -- - - - - - - \ \._ ___ -- - - - - -- - - -- -__ _- - - -- I - P'RCOOPNOCSREED TE CG-z I 6 _ -. Length: '� 15 686 W o W 0 W 0 W - 0 > U) N N SIDEWALK _ CG-12 - : REAR pa aeK (Tire) st�+00 ' : ' N ' : �4 *5° _ Mid -Ord: 0.376 External: 0.377 > > > > I N - -- - -- -- - - -- - -- - -� l 13 }o0 13 +50 ° S;D� VDOT STD. W w w w w ii +5o: _ o Chord: 15.662 Course: N 530 43'23.4608" E ec oc 16 I - - -r 10' ICE R PENSHAW COWRT CG -12 FAG �� PRIVATE TRA�/ELWAY 3z' , ~ �� � C7 Circular Curve Data R/W R/W -o $ .� 20'P - - I 'O x r X ° ' TOWNHOUSE 1 _.: - -- ,� ° 1 „ r -r °- �-;,I : �, 3R S.D. =180 CG 3 n: X ACCESS Z I 10' sx ° Delta: 10 58 52.2909 Type: RIGHT ETBA K (TYP) O I EASE_MENT L ,_ - - Rjw -RIW °o /� Radius: 82.000 1 32 : '�' °, m -STOP SIGN o, REAR I STOP SIGN- Length: 15.716 Tangent: 7.882 r - - TOwNHQUSE g ° Mid -Ord: 0.376 External: 0.378 _ _ •\ SETBACK ° O - - (rypl 1I o 1 " ` 1 ' l Chord: 15.692 Course: N 53 43 23.4608 E 5 (NP) ONCRE E SIDEWALK 15 Zo' ° o ° o 2 �' I I p � I o I r i 2 _ i Tangent Data ° . . , .1 i 1 I � g w _,�.� _� r 1 - r 31 1., + I: �� M N / -- - -, O I i. �../ 0 " p � t I o .; _. _, 1 10 Length: 61.688 Course: N 59 12 49.6062E Q , ., N 34.. } - z 7c x o0 -4 10 - - I ; �. I v I � I I. REA J - - TOWN sE - - I PENSHAW COURT SETBA�K LPG. - . T (EAST) 1 - - -i - I I. (ryp; 1' j;'I ! t 6, 1 1I' I 0 li ) II I CG -2 11 1 L .� I j �, - I, esc on 1 I D ripti ° 30 - I I 21 W Q T I T - I :. I argent Data 11 1 8 1 I o - -� - FK F/C FJC FIG O - o Length. 150.000 Course: S 300 36' 27.9499" E 0\ __ Ln 2 � R/w -- I l9 I R/WR/1N _ 2 ° = 17 i , Z I I CG -z r PENNY WELL LANE 0 I W � O M I M l - 1 I I. - r 0 I ' Description: ON ° 29 -o -, 2 Q 20, RE R 3 . Ii a �i O�lNru" _ - I D ripti it *:. X x VDOT CLEAR Z NE 1 �, 9� I �'� 2 . - -t - K (TY ) I t° 13 Tangent Data ' ETBAC N EASEME T _ d" �� - ji +- -t- �- ) Length: 248.351 Course: N 590 23'40.7160" E M - a - - I I _- - I I a I U. -" i - -- U . t �� �'' �I + Circular Curve Data ,i ` h I 1 g FAC OF BLD - F CE OF B DG 1$ I o - - -- - I z Q Delta: 07 20'43.9909" Type: RIGHT ' Q I 1 I' - . _ 14 I cv Ul 28 . I � Radius: 206.000 �. - i t O I' 2 • a �� I Length: 26.41 0 Tangent: 13.223 z STOP SIGN W o STOP SIGN - - - - - - - - -_ T: +20.6 L. - - - - Mid-Ord: 0 423 External: 0.424 P VD OT STD L - - - - II 3 .1 --zoo CG-2 iG -iz tih Chord: 26.392 Course: N 630 04'02.7114" E Q,' W I ° VDOT STD. CG -2 C) S - oo Tangent Data !I I I �l I a . '32' -1i 11 +50 12 +00 �Q V OT Length: 75.238 Course: N 66 44 24.7069 E (� ' ^ _ z . I o. 11 +00 . Zo6' _ C -11 n.� v , w 2 7 _- -R�!^r S • 4 . VDOT STD. i2+ o : 13 +00 °, w I I„ `,I If 1 FK. F/C S. 1 z ° i l iii ,i 10 +So ' pR CG -2 PRIVATE TRAVELWAY - 4. 13 ° �--+ +� I s C PENNY WELL LAIN r LOT AREAS lot area (sf) buildable area (sf) building area (sf) Building Coverage 1 1,781 1,516 850 48% 2 1 1,495 1,273 850 57% 3 1,486 1,266 850 57% 4 1,889 1,608 850 45% 5 1,872 1,593 850 45% 6 1,485 1,264 850 57% 7 1,484 1,262 850 57% 8 1,905 1,617 850 45% 9 2,125 1,865 800 38% 10 1,233 1,073 800 65% 11 1,233 1,073 800 65% 12 1,233 1,073 800 65% 13 1,233 1,073 800 65% 14 2,170 1,918 800 37% 15 1,608 1,366 850 53% 16 1,479 1,258 850 57% 17 1,480 1,258 850 57% 18 1,892 1,608 850 45% 19 1,901 1,634 850 45% 20 1,578 1,356 850 54% 21 1,578 1,356 850 54% 22 1,810 1,557 850 47% 23 2,353 2,046 850 36% 24 1,717 1,495 850 50% 25 1,717 1,495 850 50% 26 1,717 1,495 850 50% 27 2,180 1,898 850 39% 28 2,183 1,901 850 39% 29 1,717 1,495 850 50% 30 1,717 1,495 850 50% 31 1,706 1,484 850 50% 32 2,932 2,540 850 29% 33 4,296 3,859 1750 41% 34 3,102 2,782 1750 56% 35 3,636 3,260 1750 48% 36 1 3,633 3,258 1750 48% 37 3,103 2,783 1750 56% 38 3,079 2,743 1750 57% 39 4,149 3,685 1750 42% 40 10,408 10,408 3160 30% W -2 Ul ° X I! i 33 I (Typ) 7 TOWN1 SOUSES o, - 0 ° W N z Ili o 14 35 36 14' w Z - I 1 ° _r� - - i 38 39 _ Z.0 - - -- _ t I w 1. . ,� I 37 ° 23 _ -' _ I 1 �� - VDOT STANDARD . , 1.0' ° Z :.i ' I BRANCH -TYPE - 3 0 0 u) TURNAROUND o. B 10 +00.00 o ° I I _ I wL - v° ° O I I I O O > W io °- o 0 SIGHT DISTANCE N EASEMENT ,08Z= N I u o I ' 00 U O �� o N , 0 - - W � U `� U D DRIV o - S Q � C14 _ N 08Z- 4 p w E U• (JI �/ X -o _ X o ° $.D.. =,28. ° 0 JOB NO. ° NOTES: ° 1. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR BLOCKS 4 ROADS TO ANY ROAD EXISTING OR UNDER 02009 CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING SCALE ° .N ROADS AND /OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO 20 O 20 40 FEET ° I 1 = 20' o .0 INSPECT CURB AN ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. C 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT SCALE: I"=20' SHEET NO. a MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. S -1 F 3 l woo- aW o w �J Z aJ o �[..♦ L c) O z 0 � _ - _ Q _0 o ) 3 � J a o U x W �c U N U U � 0 3 ' W o L L � L Q. X 0 W -2 Ul ° X I! i 33 I (Typ) 7 TOWN1 SOUSES o, - 0 ° W N z Ili o 14 35 36 14' w Z - I 1 ° _r� - - i 38 39 _ Z.0 - - -- _ t I w 1. . ,� I 37 ° 23 _ -' _ I 1 �� - VDOT STANDARD . , 1.0' ° Z :.i ' I BRANCH -TYPE - 3 0 0 u) TURNAROUND o. B 10 +00.00 o ° I I _ I wL - v° ° O I I I O O > W io °- o 0 SIGHT DISTANCE N EASEMENT ,08Z= N I u o I ' 00 U O �� o N , 0 - - W � U `� U D DRIV o - S Q � C14 _ N 08Z- 4 p w E U• (JI �/ X -o _ X o ° $.D.. =,28. ° 0 JOB NO. ° NOTES: ° 1. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR BLOCKS 4 ROADS TO ANY ROAD EXISTING OR UNDER 02009 CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING SCALE ° .N ROADS AND /OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO 20 O 20 40 FEET ° I 1 = 20' o .0 INSPECT CURB AN ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. C 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT SCALE: I"=20' SHEET NO. a MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. S -1 F 3 l { II I 1, i i L ° ai I rn 9 BENCHMARK - -�� � �j BLOCK 1 694.98 a C) / , ,a I ! i I � I, ! I I / \I � I f i i 0 I I � I I ' I II t ' I i + _ I ,I I I I I N, ICI i 0 SEE MATCHLINE- �h THIS SHEET SC T R. COLLINS�Z U Lic. No. 035791 • w �� \ MH -213 ��SIONAL E�Oti BLOCK 2 677.98 �) \ -3 \ _- O , , > , , LOCATION OF NOT THE CONSTRUCTION OF GOLF DRIVE --- -' — _ '`° / 0 f 0 0 FUTURE TRASH YARD DRIVE ` i - \✓ �- /o/0 0 0 TO CONSIST OF CONCRETE IS NOT INCLUDED IN THE SCOPE OF - z w -� REFER TO THE DETAIL (6 -1 RNV) THIS PROJECT W - W W ` , W \ \ ��_ a z z z z PAD, SCREENED WITH �' \ g \ \� n ON THIS SHEET FOR - - -- -- - : -- ; 6' WOODEN FENCE __ _ -- ___ — -- - - C CONNECTION WITH THE _- - - --- - - - - -- --- - - - - -- - - - - - -- - - - -- -- - -- - - - f 0 \ � m � EXISTING 12" DIAMETER - -- - - -- - - -- , -- _ / �� \ - - -- - - a �\ _ Z w w w w w > > WATER MAIN _ ��� z oc Q Q Q a • _� _ - __ — _ \ \\ _ Q Q Q Q ° °a ° _ I w FIRE HYDRANT —_� P� - ��� �\ u Z LL O w w w w V I VAR. WIDTH ACSA ,I ASSEMBLY \ '� ` > \� ; \ , \\ N o 0 0 0 'B OC 4 6" go° BEND I UTILITY EASEMENT •I ! - \ w w w w \ - V • • i 8 6.. SANITARY I 2 3 4 I 5 6 3 \ \ 691.56 y \ S' iii cwc owc \. Ce EXISTI SEWER LATERAL I 12" GATE VALVE SAN. LATERAL WATER SERVICE FIRE HYDR TYP \ \ 6 D.I. CLASS 52 I I (Np) ( ) VAR. WIDTH ACSA \ \ I- EXISTING 12" WATERLINE 12 "x6" REDUCER T \ \ \ UTILITY BLOCK 13 LITY EASEMEN WATERLINE - " D.I. CLASS 4x4 TEE 2 TYPE A - -- - - - - 4 53 _ - - - - { - \ EXISTING LIMITS - - BLOW OFF _:. - i G.V. TERLINE . WA 4 VALVE ;� URE DEVELO . . � OF FEMA FLOODPLAIN• T — 6" GATE VALVw - � o0 u+o — o o 13. i I i C\ \ \ \ _ I 0 \ MH -Licking hole-1-8 - C7 c f- - r r t— -T— . I I �° MH -1 P NShIAW COURT - \ - 6x4 E I. D \\ 39 7 w .-, .1 .-. 14 696.92-_ MH -11 I - I \ c �. T'- 4 GATE VALVE H -10 MH 12 a7 l Q � � .-+ -i N o M ++ I % N In �D o M \ O i I: ; : �6@; o BEND - - - J I 177 N 3 2 9 i f 697.16 b 1 fi 696.01 :P n r. oo .� .L -, - -- - - -- -- -- - -r-1-I 696 31 3 �> I SAN. LATERAL TYP r 8 SDR PVC ( ) 35 f Q k i •7 I I I l a 8 SDR 3S PVC 15 i I , 31 1 I _ A. D - I 8 SDR 35 PVC 1 O Z r� EXISTING LIMITS m 1 OF ioo' STREAM BUFFER I f i . { -1 \ <\ � M H ON WATER SERVICE (P 16 .4 . 4 D.I. CLASS 53 671 -SO 30 EXISTING 12" WATERLINE WATERLINE 11 L9 ; _ TOBEABANDONED 8" SDR 35 PVC . I 1 2 I► I 1 •I j ,.I 1 0 D , ca4 2L { 9 SAN. L ATER - i � I I i OD I 9 18 I I t L 28 �: 6 D.I. CLASS 52 a - r I 14� I -- / _ '.- WATERLINE _MH- MH -1 - 9 \ J - ;- - 3. t-I \ 693.24 _ _ _ MH -8 - MH -2 j o • 694.55 ; _ - - - % 3 E 10 67 / _- 9 12x6TE 6" G.V. 6 2 3.39. � � 27 _ I C : RE ELL LANE 8.. SDR 35 PVC - ,�. _. - I .. -- -• - _ I *- w w ( 8" SDR 35 PVC / ! / / ' > o I _ - - 6 x TEE -- _ -, _ 77 77:� _ M - 1. 6"x6" TEE - 2�6 "G.V. - H 5 i W L. I - -- — — -- — - ►-� Z W 26 _ .2 -6 G.V. -- - - - -. - - - - - 4 G.V. _ 6 0. 2 / / % / w { r T MH -6 9 3 T � ,. �... , ;.. _ 12 x8 TEE _ ,_ , LLJ �� �� E r - - 12" G.V. 69o.89 0 0 SAN. LATERAL (TYP) :. f .: I j 6.. D.I. CLASS 2 8" G.V. - / / C% v . J j( 5 SAN. LATERAL (TYP) r I _ J > - I I � , i I / Q z WA T ER LIN E 2 5 o 8 � S DR 35 PVC _ i ° I VAR. WIDTH ACSA i n / ~� - o / / i Z L. F- - o / _ k. UTILITY EASEMENT FIRE HYDRANT Y MH- ASSEMBLY I , s r--a 14 i i / 0 24 I i ! , � a. 693.03 33' (E) 20 UTILITY 4 � � I � � EASEMENT - 3 3 5 DB 1445, PG 181 a 36 3 39 _ I� _ -- - r , _ 23 I ,.FIRE HYDRANT. i_ U U a { o.: ~ - f EXISTING 12 WATERLINE ASSEMBLY �"i 3 + • I �. TO BE ABANDONED J - D u - -- -.- BLOW OFF I \- VALVE- — - - -- -- _ - - --_- -- _= - -- -- -- -- -- EXISTING 12"' WATERLINE - \ % - \ C I - - -- 3 . -C y i f _ _ - vs I UPLAND DRIVE (49 / I ' RM) - - — - - - -- ,o o — �\ TMP 55E1 -G (PORTION) \ v / ;� ° MARCH MOUNTAIN PROPERTIES 30 0 30 �O FLT / % MH -2A \ 800 E. JEFFERSON ST. , / 676.02 - - A 12 "PLUG ��, / a SCALE: 1 _30' I CHARLOTTESVILLE, VA 22902 / ! ° BLOCK 11 , �1 `I , , FUTURE\ DEVELOPMENT td NOTES: i. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR BLOCKS 4 ROADS TO ANY ROAD EXISTING OR UNDER ` CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND /OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AN ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. j 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT — {° ° MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. \ 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, ALLEYS, MANHOLE \ TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING o 'FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. \ a F_ w a \ Q JOB NO. s BLOCK 14 - I u): - - - 02009 01 SCALE ' , 1 1 30 SEE MATCHLINE- / % SHEET NO. a \ THIS SHEET \ - Q 2,�1 I L,,�. PIPE SLOT (2 PLACES) N a to 1- _ _— 0&%=o WAq9 PEDEfff" ACCESS ROIITE CETAL Iw au1'rae c•yrM.oK +oNr ,� a io'�� e>ae<Tlwa TO IIIQ li u TNN T. �l�lD �11Q A/b� r n4 an "a EF emu EIQIIIKIOq +oNr 3101 no a oils A v. ir A iii HALF PLAN * �ut�wn 9ECIIONII B-D I kal "F Nix To in G WMIL �• •!a `• 1. FADE any IIDIMIIL alr+Qe tnt lIJ➢Pt x to : •:» «.. 1• • �. I ►, •,,. • �. ►• . s, • >`. • ► CLAIIIs AS IN IMS OIN6. ------ Is s SECTMDA 0-0 a$ Saw Foe og&fbls&rm . s.' •;~. i. 2 Y 1s 9 Yomm NaIEA111E N mm AT tilWl ti' IR mw" • « • ." ... . SECTION A-A x a x 3 X MOON DU MM N iLOPE FOR FMT V NTFJIMAL AV • • • • • i X eweslll Daa1wIE r0l IIWI alllull V 94TNF448 SECTON D-D STANDARD ENTRANCE GUTTER MINA OQ,111n1E11Y W 11eNr/ORTA"m erns GOOD FOUNDAIION •MAIERIAL ROCKY FOUNDAIION MATERIAL l IP1 Al ?A(:GFI iF 'DIA' <: AI's �:'ll riC:: :K PIP-- CC: =S • T R :,T JV ?: " >t: A'JC` -11CF• CC *4r- .:­- T _ SOIL C:R ''RC:VID_- A 4 46-1 S .iN -. I OUNDA I ION IN POOH SOII UNDI H - CU I C:ONDI I ION _1r. STS - '•1- m14 v I_A-? FILL AS -.. L> hlF C?i P' N. Ni_ ROrC :S ..I !;__ :J= A-Ltie.'CC:, ' +iIT IJ 2 r T I. WA C? -W is. 2. `J:' ?0C ':: _ARGER - F-At•. K AK v D IAEk S Ot, S-iALL 3= ^.__J>' A;3CCV_ T _ IAIT AL 3AC<fILL.. 3 -1 C 1,.l -f1_ B AC': -I_L :I IAL- 3- :LA� _ -) At%-; tJ LI -TS. 1. ;'.A.I F. Al Ia IAI 1 10 Al (11Al; td -III — P.'h1t: I. S. K I F-(: F:: S F-AI GUG At DUCTILE IRON WATER PIPE INSTALLATION & BEDDING FRAME do COVER (SEE FIG_ S- 1 -D.E) SLOPED AREA--o' STREET SURFACE OR NON -PAVED AREA 1' -W MAX 'WEDG -LOKO TYPE RUBBER COATED STEEL STEPS OR APPROVED L9r� EQUAL CAST IN PLACE 3• -t r MIN PRECAST REINFORCED M CONIDRETE SECTIONS 1z; .MIN *Cr RING SEALS • 1 Ir MAX M Z� MINIMUM ELEVATION T SCO T R. COLLINS'Z DIFFERENCE ACROSS M.H. 5" 4' -O" r COVER , A FROM INLET TO OUTLET U Lic. No. 035791,�, SHALL BE 0.20 FEET, Z DEPTH OF FLO' - CONCRETE FILLETS VARIES CHANNEL TQ BE a' 120 ©od *t 3/4 DIAMETER `'d i IL � /l� �0 ul ,My V SEWER. A FILLETIED INVERT A SMOOTH T ° • : Ar : lY TRANSITION OF FLOWS BETWEEN SET DOGHOUSE BASE MET & OUTLET PIPE SHALL BE LETTE -1 PROMDED. MIN. V' BEDDING NOTE : W/ NO- 68 STONE 1. BEDDING THIMESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2 THE CONSULTANT WILL DETERMINE 1HETHER MANHOLES SHALL HAVE EXTENDED OR NON-- EXTENDED BASES. ni 3. ALL JOINTS, UFT HOLES. INLETS. OUTLETS TO BE SEALED & GROUTED MISIDE AND OUT N TYPICAL MANHOLE SECTION NTS FIG. S-I- -A FOR BENDS Ir& NUB ANCHOR BOLT ON CENTER LINE OF BEND" USE t>HRI F+<xt BENDS 10" 1FiTOt1[81 12r CIIN USE 2 STRAPS ON 9MDS ADJACONT TO BEI I S. — FOR �al�dy'.�8� END USE 3 STRAPS AS SHOW. Ift PM r ELEVATION PAWT ALL EXPOSED STEEL WIN 2 COATS OF NIUMINOUS PAINT. MART FOR UPPER VERTICAL BLOCKDIG .UNCTION BOX& TRAHII*IOIMIER rM% PeDmALS, ETC~ SMALL NOT DE LOCATED VffM THE RWIT OF WAY. 1 sr 1 1 1 1 1 dt, I r, LOGATIUN OF OTHER UTa1TM iCiAS. ELECTRIC. TELE MOC CADLE. ET•C.i 1; EASMNT W1111M WATER OR SEVER ONLY - 2W P106" WATER & SEVER 30' l NMM ■ SEE PART 3, PARAtit M DJ SEPIAMTIM OF VATER L SEWER LINES. LMLITIES MUDS A WATER OR SEVER EASEMENT SHIM" DE AT 9NI' T'D THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS HTS m W -1 SEWER Sf F WE LATERAL CONNECTION NOTES' 1.. WHERE A SEWER SE�RV= LATERAL CONNECTS 1'8 A MAt!IMOLE Ct AND NQTHE TtW #�A��OF' iI��VI LATERAL PE Im Art LEAST .(Mr I R THAN THE APS To O T��A�NH&pAl10N OF THE THE LOWE51 POE CAM+iLCTEp 3 2- SEWER LATERALS TAPPED INTO 'AN 00STING IdAINt SHALL INS: CONNECTED USMVG A PIPE BADDL,E AS" ' BY 'S.T#TE ", cwt AM APPROV0 EWAL. 3-MINIMUM GRADE FOR SEWER; SERA M CONNEC11OR `94ALL;SE 211 (1 /4" PER FOOT ) 4-ALL SEWER LATERALS SHALL NAVE A MINIMUM 2` MIN DIAMETER OF 4 ". B &ALL, SEWER LATERALS SHALL HAVE A MINIMUM GOM OF 3 FEET. MAIRMER 12 3/8" WATER CAST IRON LID le mcm Sat r EXTENSION ORAL $ 220© 'SrS NOTES: (1) UNPAVED AREAS (PI MRW LUCAS X . P= $ROO f,S 2200 SF.R" YNTH 1r f 0- (9) PAVED ARM (AL10RNA7E LOCA"o UST OW GNCHAM and TAYLOR No. 001" OR APPROVED EflUAiSE C di 'ot, pf. TD' II t E1ISE DEPTH 70 21 ., (3) rOR T READ METE$` A 1.4 D� NW IS REOUIRW IN' THE LID. TYPICAL ME-TER $ORES C$ 1 11 METER ) NTS. FIl WY -7 t.T. I G. W ,2 ©eeeQo O L9r� FIG W= -3A INCA M W M Z� , . I W-1 SCO T R. COLLINS'Z r COVER , A __► >tA.' -I'.c. Acla LL ::I .�._L U Lic. No. 035791,�, _ Al*nI" TRAP ' II~ Z CONDITIONS / r--- a' 120 ©od *t I P•:R:;F � i�•,'•. .. 1`. fi'.'f `'d i IL � /l� �0 ul ,My V ®r•��• a SET DOGHOUSE BASE tCr�' LETTE -1 (� la ❑ L]fL 00 _IV. LD:AL', N ON CONCRETE BLOCKS ry�Mi rl Q , III 1 m "IPA r�J�J •Ef•r�l IMF ni iii rm Ezs N f=2�.- i1R'Til SECTION A-A IYrlCtwlEp N Ld • 'rh • . COVER rmr''�i 22%, TRAF' IC a .. i� CON DI 1(}NS mra1 a =FL'1 � m m G��7 VI 10- � � J� 1. c u =:r{: 0= TI-= - RF•JE -.I- S1';I R= . - ~ -R --.f - W Z 60 Z Z l Lu W a OV O O L2 LLD '• C `" 'ray 1... .. IAN T v cj6 T Q u u mEZ-aFZijMMM"M IAL_ .: INSTA._LCD CAN A rr,'.I n._. n 5 u w co V "En J m E>: Em L,:A :FLA w7A=j a ==;rz_jFiTT; O a MART FOR UPPER VERTICAL BLOCKDIG .UNCTION BOX& TRAHII*IOIMIER rM% PeDmALS, ETC~ SMALL NOT DE LOCATED VffM THE RWIT OF WAY. 1 sr 1 1 1 1 1 dt, I r, LOGATIUN OF OTHER UTa1TM iCiAS. ELECTRIC. TELE MOC CADLE. ET•C.i 1; EASMNT W1111M WATER OR SEVER ONLY - 2W P106" WATER & SEVER 30' l NMM ■ SEE PART 3, PARAtit M DJ SEPIAMTIM OF VATER L SEWER LINES. LMLITIES MUDS A WATER OR SEVER EASEMENT SHIM" DE AT 9NI' T'D THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS HTS m W -1 SEWER Sf F WE LATERAL CONNECTION NOTES' 1.. WHERE A SEWER SE�RV= LATERAL CONNECTS 1'8 A MAt!IMOLE Ct AND NQTHE TtW #�A��OF' iI��VI LATERAL PE Im Art LEAST .(Mr I R THAN THE APS To O T��A�NH&pAl10N OF THE THE LOWE51 POE CAM+iLCTEp 3 2- SEWER LATERALS TAPPED INTO 'AN 00STING IdAINt SHALL INS: CONNECTED USMVG A PIPE BADDL,E AS" ' BY 'S.T#TE ", cwt AM APPROV0 EWAL. 3-MINIMUM GRADE FOR SEWER; SERA M CONNEC11OR `94ALL;SE 211 (1 /4" PER FOOT ) 4-ALL SEWER LATERALS SHALL NAVE A MINIMUM 2` MIN DIAMETER OF 4 ". B &ALL, SEWER LATERALS SHALL HAVE A MINIMUM GOM OF 3 FEET. MAIRMER 12 3/8" WATER CAST IRON LID le mcm Sat r EXTENSION ORAL $ 220© 'SrS NOTES: (1) UNPAVED AREAS (PI MRW LUCAS X . P= $ROO f,S 2200 SF.R" YNTH 1r f 0- (9) PAVED ARM (AL10RNA7E LOCA"o UST OW GNCHAM and TAYLOR No. 001" OR APPROVED EflUAiSE C di 'ot, pf. TD' II t E1ISE DEPTH 70 21 ., (3) rOR T READ METE$` A 1.4 D� NW IS REOUIRW IN' THE LID. TYPICAL ME-TER $ORES C$ 1 11 METER ) NTS. FIl WY -7 t.T. I G. W ,2 Fib AME TOP E1>•HER COVER A 00 9 MIRY 6E USM WITH MOW. ,ra•• rra. rve"N 5 I� l�'n t � wwa�rrcu SEtTEIN A-A y40tr r Or a STANDARD MANHOLE FRAME AND COVER t�i r 0151110 iF %I W%T OF TRAMS MIATM '1656.04 (4) 1" (25mm) DIA HOLES ON 32 3/4* (834mm) DIA BOLT CIRCLE. 1" [25rnm] D CON,' ETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. O L9r� FIG W= -3A M W M Z� , . I W-1 SCO T R. COLLINS'Z r COVER , A __► >tA.' -I'.c. Acla LL ::I .�._L U Lic. No. 035791,�, _ Al*nI" TRAP ' II~ Z CONDITIONS / r--- a' 120 ©od *t I P•:R:;F � i�•,'•. .. 1`. fi'.'f `'d i IL � /l� �0 ul ,My V a SET DOGHOUSE BASE �f .F LETTE -1 (� la ❑ L]fL 00 _IV. LD:AL', N ON CONCRETE BLOCKS ilk rl Q , III 1 m "IPA 0 O� 1 IMF � 'i..WJ TOP N all t a SECTION A-A IYrlCtwlEp N Ld • 'rh • . COVER 'L 1 `- IN I'A`sLO A .4.•• ' <' I I I IN L .l'r I IN " 4'_. "•I R t_I :. -'Ir ;I _L L• AY - = `Al 'I 22%, TRAF' IC a .. i� CON DI 1(}NS (L _c _c e' u L1 U Lj G `� r f 'e f A Lj � >♦`i" (t jA 2v CIA + }�� � I r P, +. la 1 G��7 VI 10- � � J� 0 13 c u =:r{: 0= TI-= - RF•JE -.I- S1';I R= . - ~ -R --.f - W Z 60 Fib AME TOP E1>•HER COVER A 00 9 MIRY 6E USM WITH MOW. ,ra•• rra. rve"N 5 I� l�'n t � wwa�rrcu SEtTEIN A-A y40tr r Or a STANDARD MANHOLE FRAME AND COVER t�i r 0151110 iF %I W%T OF TRAMS MIATM '1656.04 (4) 1" (25mm) DIA HOLES ON 32 3/4* (834mm) DIA BOLT CIRCLE. 1" [25rnm] D 2" (51rnm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES [36m/m) J""'I : IYI)-A'4 ;•NIS 11 F 0 PPF -, 'M --I .'H -A -Z %7r-F5;- 1 I I: I tr t l VA S �,.. -T IP AI'v :0 36 IV.114 6* *AT[ i :IO(:! A(IAN SO L. 51 -LL 'I_L 'lil _N II _ :Q 15 GI > .. 83L? %::::' IL V Al \S h. h. i h.- ThII:�Tti� A IV ?:ANI i Al L_? N A LL ANCI I.: Fa'I).: :I A 1 IL V. -Y, 1• *: I ? -ANI sf 1 2 •;' Cl ASrI, -ALT - iR °_ADEG . :1 _ . I. A::- :^l T•, • <. NG '1 %_C_,SARY .4 _LL NI_L 5-IA P= UFF -r At rr..rI_j::.h.AI .--,.PPe ,T = :11V- �'W =F- 4ul'S *TI '.2 %:'4` nN'i Y==P F: == Z Zich -::14 . ^. Ylt : a = i tin T -_ VA I, T•� ' FINE •i ': uiNT i Ntlll)rJ::: )Itr -- 1':Iti If Il h•ta )I SI IA I vA `: l no -AY I la;itii I 1 I IYI)RAN AN, 4. r 1 _ bA T ;'.A_;tL I': r.__,,: ?_L I, : I.�U_G._K L•L IhG 11 _ G �A . I h NC:I AL_:: +:L? N 1 fJ I 5 IRL Pt:;ANI: iIIALL LL IN:IALL_G A _)C.A CMS Y: ILRL +? F.`•. AFF i•FIitJ= T-I= = .F` - 1.111'Jti i. GIIHa.j -F FI F'i %• -i�V 1= .LQ. RL? J L•_ V? 'r.`LI AKLA•.., IL iy__P 1 ;>_LS :II.ALL LL u_! A.NL I . I'iDRAY `• HALL JL PUad'LV GRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 0 0 0 ° o W ei e•i rl � ri Q N tk0 M cq W O L9r� M W M Z� Z SCO T R. COLLINS'Z N __► >tA.' -I'.c. Acla LL ::I .�._L U Lic. No. 035791,�, Z N.• AIN R-i)Cl: IV�A LFt AL -- / �::'Wlt I P•:R:;F � i�•,'•. .. 1`. fi'.'f `'d i IL � /l� �0 ul ,My V a SET DOGHOUSE BASE �f .F f,, AL FA:' - KF _L' �SSIONAL E�Oti _IV. LD:AL', N ON CONCRETE BLOCKS SEWER PIPE 0 O� c IMF W F: `f -1ANf1 A % '`.PPG:; ='Ff: �nN.I'Lk N BE PREFORMED BY MANUFACTURER OR t a z O O O 'L 1 `- IN I'A`sLO A .4.•• ' <' I I I IN L .l'r I IN " 4'_. "•I R t_I :. -'Ir ;I _L L• AY - = `Al 'I .�nL!_ IAN .A_ Z (L _c _c w � C R. "K I I Fr! F`.- R Y T- A ST•O', I„� ►"-� 10- � � J� } F- c u =:r{: 0= TI-= - RF•JE -.I- S1';I R= . - ~ -R --.f - W Z 60 Z Z A. ST: ;N =ti F -A -l:l = �R R = F r . :; . . N ; Lu W a OV O O L2 LLD '• C `" 'ray 1... .. IAN T v cj6 T Q u u U IAL_ .: INSTA._LCD CAN A rr,'.I n._. n 5 u w co V J J BE CONSTRUCTED AS SHOWN ON FIGURE S -1 -A WITH 3.000 PSI CONCRETE OR NON- SHRINKING GROUT -r:_ '.DA-:-:t4 f • IAL_ C <_ a a a O a < :- _:t4DTI0'-.5 ARC !_INS--A3L= U) w W w w a 2" (51rnm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES [36m/m) J""'I : IYI)-A'4 ;•NIS 11 F 0 PPF -, 'M --I .'H -A -Z %7r-F5;- 1 I I: I tr t l VA S �,.. -T IP AI'v :0 36 IV.114 6* *AT[ i :IO(:! A(IAN SO L. 51 -LL 'I_L 'lil _N II _ :Q 15 GI > .. 83L? %::::' IL V Al \S h. h. i h.- ThII:�Tti� A IV ?:ANI i Al L_? N A LL ANCI I.: Fa'I).: :I A 1 IL V. -Y, 1• *: I ? -ANI sf 1 2 •;' Cl ASrI, -ALT - iR °_ADEG . :1 _ . I. A::- :^l T•, • <. NG '1 %_C_,SARY .4 _LL NI_L 5-IA P= UFF -r At rr..rI_j::.h.AI .--,.PPe ,T = :11V- �'W =F- 4ul'S *TI '.2 %:'4` nN'i Y==P F: == Z Zich -::14 . ^. Ylt : a = i tin T -_ VA I, T•� ' FINE •i ': uiNT i Ntlll)rJ::: )Itr -- 1':Iti If Il h•ta )I SI IA I vA `: l no -AY I la;itii I 1 I IYI)RAN AN, 4. r 1 _ bA T ;'.A_;tL I': r.__,,: ?_L I, : I.�U_G._K L•L IhG 11 _ G �A . I h NC:I AL_:: +:L? N 1 fJ I 5 IRL Pt:;ANI: iIIALL LL IN:IALL_G A _)C.A CMS Y: ILRL +? F.`•. AFF i•FIitJ= T-I= = .F` - 1.111'Jti i. GIIHa.j -F FI F'i %• -i�V 1= .LQ. RL? J L•_ V? 'r.`LI AKLA•.., IL iy__P 1 ;>_LS :II.ALL LL u_! A.NL I . I'iDRAY `• HALL JL PUad'LV GRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 0 0 0 ° o W ei e•i rl � ri Q N tk0 M cq W O L9r� M W M Z� Z N Z Z � ul ,My V a SET DOGHOUSE BASE 1 Z v c N ON CONCRETE BLOCKS SEWER PIPE 0 O� c DOGHOUSE OPENING SHALL W CL N BE PREFORMED BY MANUFACTURER OR t a z O O O 'L 1 `- IN I'A`sLO A .4.•• ' <' I I I IN L .l'r I IN " 4'_. "•I R t_I :. -'Ir ;I _L L• AY - = `Al 'I W Z (L _c _c w � C R. "K I I Fr! F`.- R Y T- A ST•O', I„� ►"-� O � � J� } F- c u =:r{: 0= TI-= - RF•JE -.I- S1';I R= . - ~ -R --.f - W Z J c 1� c Z Z A. ST: ;N =ti F -A -l:l = �R R = F r . :; . . N ; Lu W a OV O O O 1... .. IAN T v cj6 T Q u u U IAL_ .: INSTA._LCD CAN A rr,'.I n._. n 5 u w co V J J BE CONSTRUCTED AS SHOWN ON FIGURE S -1 -A WITH 3.000 PSI CONCRETE OR NON- SHRINKING GROUT a a a O a U) w W w w a �H TYPICAL SEWER PIPE w a aW INSTALLATION IN TRENCH > uiLLI ui ui ce -f; 2" (51rnm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES [36m/m) J""'I : IYI)-A'4 ;•NIS 11 F 0 PPF -, 'M --I .'H -A -Z %7r-F5;- 1 I I: I tr t l VA S �,.. -T IP AI'v :0 36 IV.114 6* *AT[ i :IO(:! A(IAN SO L. 51 -LL 'I_L 'lil _N II _ :Q 15 GI > .. 83L? %::::' IL V Al \S h. h. i h.- ThII:�Tti� A IV ?:ANI i Al L_? N A LL ANCI I.: Fa'I).: :I A 1 IL V. -Y, 1• *: I ? -ANI sf 1 2 •;' Cl ASrI, -ALT - iR °_ADEG . :1 _ . I. A::- :^l T•, • <. NG '1 %_C_,SARY .4 _LL NI_L 5-IA P= UFF -r At rr..rI_j::.h.AI .--,.PPe ,T = :11V- �'W =F- 4ul'S *TI '.2 %:'4` nN'i Y==P F: == Z Zich -::14 . ^. Ylt : a = i tin T -_ VA I, T•� ' FINE •i ': uiNT i Ntlll)rJ::: )Itr -- 1':Iti If Il h•ta )I SI IA I vA `: l no -AY I la;itii I 1 I IYI)RAN AN, 4. r 1 _ bA T ;'.A_;tL I': r.__,,: ?_L I, : I.�U_G._K L•L IhG 11 _ G �A . I h NC:I AL_:: +:L? N 1 fJ I 5 IRL Pt:;ANI: iIIALL LL IN:IALL_G A _)C.A CMS Y: ILRL +? F.`•. AFF i•FIitJ= T-I= = .F` - 1.111'Jti i. GIIHa.j -F FI F'i %• -i�V 1= .LQ. RL? J L•_ V? 'r.`LI AKLA•.., IL iy__P 1 ;>_LS :II.ALL LL u_! A.NL I . I'iDRAY `• HALL JL PUad'LV GRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 0 0 0 ° o W ei e•i rl � ri Q N tk0 M cq ALLOW CONCRETE TO FLOW A MIN, WRAP EXISTING PIPE NTH Q (2) CORED 1' -0" BEYOND BASE r NEOPRENE GASKET MATERIAL O BEFORE FILLING THE OPENING r1 PICKBARS OF STRUCTURE NEOPRENE SECURED BY 2 NON- O s CORROSIVE STRAPS, 1 ON N �I 1 1/8" (29mm) DIA BOSS EACH SIDE OF OPENING a J C 12" MIN. CAST -IN PLACE D 26" DIA 1 1/2" 3,000 PSI CONCRETE BASE c 27 1/2" OVA 1 mm 1/2. [660mm] [38mm] FOUNDATION SECTION VIEW W ri £ .T.I [699mm] [38mm] 1/4" (6mm) DIA 31/8 .. p W - i. 26 '1/4" DIA 7" r NEOPRENE BASKET [79mm] NOTES: a U) _c �— [6437mm] [1�Q 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW z t JOB NO. a FLOW TO THE EXISTING PIPE. T 23" DIA 2. POUF: A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 02009 `c 24" DIA f j584mm] 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" � O [60flmm]'1 25" DIA OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE SCALE c [635mm] BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN z rn �` 28 7/16" DIA 5/8" O.D. OF CASKET GROOVE ACCORDANCE WITH THESE SPECIFICATIONS. AS NOTED [72:2mm] [i6mm] SECTION TYPICAL MANHOLE BASE v 36" DIA SHOWING "DOGHOUSE" INSTALLATION [914mm] SHEET NO. c N.T.S S-4 v FRAME SECTION FIG. S -1 -A1 a TD -22 W O L9r� M W M Z� N � ul ,My V a SET DOGHOUSE BASE 1 Z v c N ON CONCRETE BLOCKS SEWER PIPE 0 O� c DOGHOUSE OPENING SHALL W CL N BE PREFORMED BY MANUFACTURER OR t a W v SAW CUT TO FIT PIPE W (L _c _c w � C I„� ►"-� c v J� J c u W Z J c 1� c F__ C SOLID CONCRETE BLOCKS CENTER W /RISER Lu W a 94 WALL (4 EACH) Q c 3 .J T O cj6 T x ' ^ a V , C u U W z I- (_ Q C ALLOW CONCRETE TO FLOW A MIN, WRAP EXISTING PIPE NTH Q (2) CORED 1' -0" BEYOND BASE r NEOPRENE GASKET MATERIAL O BEFORE FILLING THE OPENING r1 PICKBARS OF STRUCTURE NEOPRENE SECURED BY 2 NON- O s CORROSIVE STRAPS, 1 ON N �I 1 1/8" (29mm) DIA BOSS EACH SIDE OF OPENING a J C 12" MIN. CAST -IN PLACE D 26" DIA 1 1/2" 3,000 PSI CONCRETE BASE c 27 1/2" OVA 1 mm 1/2. [660mm] [38mm] FOUNDATION SECTION VIEW W ri £ .T.I [699mm] [38mm] 1/4" (6mm) DIA 31/8 .. p W - i. 26 '1/4" DIA 7" r NEOPRENE BASKET [79mm] NOTES: a U) _c �— [6437mm] [1�Q 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW z t JOB NO. a FLOW TO THE EXISTING PIPE. T 23" DIA 2. POUF: A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 02009 `c 24" DIA f j584mm] 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" � O [60flmm]'1 25" DIA OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE SCALE c [635mm] BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN z rn �` 28 7/16" DIA 5/8" O.D. OF CASKET GROOVE ACCORDANCE WITH THESE SPECIFICATIONS. AS NOTED [72:2mm] [i6mm] SECTION TYPICAL MANHOLE BASE v 36" DIA SHOWING "DOGHOUSE" INSTALLATION [914mm] SHEET NO. c N.T.S S-4 v FRAME SECTION FIG. S -1 -A1 a TD -22 W O O a a Z s W c c V E ul 1--4 C c SET DOGHOUSE BASE + EXISTING SANITARY z ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE .+ IY L` BE PREFORMED BY MANUFACTURER OR BETWEEN EXISTING PIPE AND STONE BEDDING Z L SAW CUT TO FIT PIPE w z OUTSIDE DIAMATER PLUS 6 ". LL 12" THICK VDOT 8 "x8 "x16" AND 4"x8 "x16" No. 68 STONE BEDDING _ c SOLID CONCRETE BLOCKS CENTER W /RISER L WALL (4 EACH) DOGHOUSE MANHOLE BASE .J T O c MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE Q C BE CONSTRUCTED AS SHOWN ON FIGURE S -1 -A WITH 3.000 PSI CONCRETE OR NON- SHRINKING GROUT C a ALLOW CONCRETE TO FLOW A MIN, WRAP EXISTING PIPE NTH Q (2) CORED 1' -0" BEYOND BASE r NEOPRENE GASKET MATERIAL O BEFORE FILLING THE OPENING r1 PICKBARS OF STRUCTURE NEOPRENE SECURED BY 2 NON- O s CORROSIVE STRAPS, 1 ON N �I 1 1/8" (29mm) DIA BOSS EACH SIDE OF OPENING a J C 12" MIN. CAST -IN PLACE D 26" DIA 1 1/2" 3,000 PSI CONCRETE BASE c 27 1/2" OVA 1 mm 1/2. [660mm] [38mm] FOUNDATION SECTION VIEW W ri £ .T.I [699mm] [38mm] 1/4" (6mm) DIA 31/8 .. p W - i. 26 '1/4" DIA 7" r NEOPRENE BASKET [79mm] NOTES: a U) _c �— [6437mm] [1�Q 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW z t JOB NO. a FLOW TO THE EXISTING PIPE. T 23" DIA 2. POUF: A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 02009 `c 24" DIA f j584mm] 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" � O [60flmm]'1 25" DIA OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE SCALE c [635mm] BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN z rn �` 28 7/16" DIA 5/8" O.D. OF CASKET GROOVE ACCORDANCE WITH THESE SPECIFICATIONS. AS NOTED [72:2mm] [i6mm] SECTION TYPICAL MANHOLE BASE v 36" DIA SHOWING "DOGHOUSE" INSTALLATION [914mm] SHEET NO. c N.T.S S-4 v FRAME SECTION FIG. S -1 -A1 a TD -22 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2 UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 774E SUBGRADE SOIL- THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WI7H 774E TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED W/ THIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NA TURAL WA TERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WID 7HS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WIN THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA 77ON, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WIN THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 0774ER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 774E DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CO -2 CROSS - DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MA TERIAL AT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT °S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LA TEST EDI77ON OF THE ROAD & BRIDGE SPECIF/CA TIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2 WHERE UNSUI TABLE MA 7ERIAL IS ENCOUNTERED IN THE ROAD WA Y, I T SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF 77?EES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA 77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2 STANDARD UNDERDRAINS (CD -1 OR CO -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA77ONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA V/EWN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGA TE BASE MA TERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, Il, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT 774E SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 0 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN 774E RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF IRA NSPOR TA 77ON MAY BE LOCH TED M7N/N THE STREETS RIGHT OF WAY. LIST 1: GENERAL CONSTRUCTION NOTES 1. PR /OR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREM/T SHALL BE OBTAINED FROM 174E VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 774E REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANC/ES 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. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS7RUC770N. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. 774E 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 STABILIZA77ON MAT 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 W774 774E VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS 07HERW/SE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE /NSTALLA 77ON MUST COMPL Y Wl T H OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT 774E START OF THE WORK. 2 THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL ON HIS OWN /N/ TIA TI VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVA 77ONS 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 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LA TERALS, AND WA TER LINES, ETC. Z ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL COMMERCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER 10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICATIONS OF 774E ALBEMARLE COUNTY SERVICE AUTHORITY. CURB AND GUTTER-----,, q-LOPE VARIES PAVEMENT LOCATION O SM -9.5A O 21 -A PARKING SPACES 2" 8" ALLEYS 2" 8" SUBBASE DEPTH IS BASED ON AN ASSUMED -III III I 1 BIT. PAVE. SURF. CRSE. DESIGN CBR VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL BE 2 AGGREGATE SUBBASE cRSE. PERFORMED FOR ACTUAL DETERMINATION OF GRADED &THOROUGHLY REQUIRED SUBBASE THICKNESS PRIOR TO COMPACTED SUBGRADE PLACEMENT OF SUBBASE. TYPICAL ALLT r & PARKING LOT SL'CTI�ON RAW C I R/W POINT OF FINISHED GRADE �� 2" SM -9.5 1, . . 1 1 1, 8" 21 -A �. 0. 10' 10' 0. ' 23' TYPICAL PRIVATE TRA VELWA Y SECTIOAT (23 ESMT) P1t�NN 7ffLL LANE' - STA M*f5- -13)15 PENSfH.dF COURT X ST - STA 1>f00 ->2f50 ALLEY B NOT TO SCALE R/W C/L 1�1 ' 01& 0 g 0- POINT OF FINISHED GRADE / 2" SM -9.5 l fto �° 8" 21 -A R /'W 1' 1 4 0. 7' 7' 0.5' 20' TYPICAL PRIVATE TRAVELWAY SECT10hT (20' ESMT) PENSHAW COURT WEST - STA 10+00-11+00 PENSHAW COURT NORTH - STA 14 +20 -15 +00 NOT TO SCAL+ti' R/W C/L POINT OF FINISHED GRADE VDOT CG -2 VDOT' CG- 2" SM� -9.5 1� .1 1 ±. gip, �p,,p ppOQ ��p pp �0 OW V'O .+`. B O eo 3V 3-0� O usv00 o00W 4F* WO 4 21A 8" 21 -A ; STONE 1 ' STONE BASE 0. B 10' f0' 9' TRAVEL LANE TRAVEL LANE PARKING LANE- 31' TYPICAL PRIVATE ROAD SECTION (32' ESMT) PENNYA'E'LL LANE - STA >0f50 ->2f>5 PENSH_4F COURT NORTH - STA 12)50 -MM20 NOT TO SCALZ I R/W 1' I 00-12 Cc-t! GENERAL NOTES I I I STREET APPROACH SAME SURFACING G GENERAL NOTES L THE DETECTADLE WARHNG SHALL N PROVIDED BY TRUNCATED OOZES. ( L A 2. DETECTTA�pKE WAIRM T SE CLASS A-3 CONCRETE (CLASS A -4 F PRECAST) - - - - - - - - -I - I CRAMS TO BE AS � L WHEN CO -1115 USED FOR STREET COMECiip��,, THE of T DISTANCE REOURE►EP(M WARFND NAY SE USED WRH TIRE APPROVN. OF THE T TYPE A % % n co-11; NOTE 7) 2 2. WNCM THE CNTR.WCC RAIN CMMOT ACCOMIODATC THE 3. SLOPING SIDES OF CRB RAID MAY BE POURED NONKITNCALLY WITH RAMP P PERPENDICULAR - - - - - 1'� -r I T TURI" REgI!<�IE'1pTpiTSQROF ANTICIPATED HEAVY THUM FLOOR OR 11Y MID PERMISSIBLE CONSIWUCTION JOINT WITH IEOINRD BARS. W 16. I I I O WtHrU f'S H F& R�AOMW$H h 8E R�ft • IF A NOTE 2f 1 Op�K d. M MKktEASED TO r. C AD 0 , Mm ROW LINE J W I LEM E 5_ D RWS ARE TO OF ND.5 X W' PLACED rCEWTFR TD CTENTEIR KONR i i1 E EXPANSION E INI 5 EIM 0 SIDES OF T OOMI f C COVER" N NOTE +WIDTH "B" 2'-0" OR AS M04JW ROADWAY { {. SEE STANDARD CG -T2 FOR CURS RAMP DESIGN TO SE ME I / TYPE B 6 6. OPTIONAL FLOWLI E MAY REQUIRE WARPIND OF A r. (BY @TINE Ng&&riplff L�oECAT1OEpKAASpg�►RpVIwN oN a+ As P PARALLEL P PLAN VIEW P PO"M OF GUTTER TO PRECLUDE PONDIND OF WATER MIAI>rES�LEROYTE WliiRi THE RaNf OF ° ENTRANCE NOTES AS O IC CURVE ROADWAY SLOPE D oQ FFLLpp 1 E U^ o EDGE OF SHOULDER OR B BX MIDL I aAmo CE. M bFAiAalrru THAT Gw eEAA�pPROApEO.ENTERED U * _ oPTIOwL FLOW LINE S _ _. r r. W& PM SMALL BE cONSTAUCTEO TO THE AID Br * MOWILINE A _ - R AMT S 8. RAMPS MAY 8E PLACED ON RACAL OR TANOENTML SECTIONS PROVIDED THAT 2 2 UTR AT X 2" NIBHiR THAN R ex MAX - D N THE ETITRAN�CETEJp T �iYI TO AT CU . CTON OF THE CU119 OPIEMND I5 A � _ D B B L i� OR CREPLACEME� NT P�UIIPO.M. q 0. ALK 6 4' THE CATVDT T TYPE C y y MMT C FEN7R N q � pLyNyEp� . To 1 PARALLEL IL PERPENDICULAR CON A� F TABLE THESE NACRES ARE NOT ABU STREET CO. WIEN GU! RAYPS ARE U! D M CONLANCTIDN WITH A SHARED PATH. M M CONSTRUCT GRADE CH mem WITH A PARABOLIC CURVE. t tWRMw�Et�CcTT1100MMSS.. TIE IIRNMIAR MTN SHALL SE THE WIDTH OF THE SHAM USE PEA N u uM - 2-A- T SECTION A - A A ALLOWABLE ENTRANCE GRADE CHANGES T TED DOME S I- 000 0 0 0 0 0 0 0 0 0 0 + 00000000000000 , NV a0a00000a0a00o S b _ a r•r g O 0 0 0 0 00 0 0 0 0 0 0 0 0 t3 + GRADE CHA(OE ENTRANCE VOLUME "D" OESRAGLE MAn" MORE THAN 1500 VPO ox 31C ME i 5WI500 VPD sax B X LOW I LESS THAN No VPD sex SIC 0.2" CLASS A3 . ►. ,V, ►• - NOTE ALLOWABLE ENTRANCE GRADE TABLE IR NOT 50X - 65X 0 0 0 0 0 0 0 0 0 0 0 0 0''0 ATE . ;, , �� '1 APPLICABLE TO STREW COMECTbNS 00000000000000 " - L4" VARIABLE eA� �v wTTS SECTION C -C TRUNR_R DOME DETECTABLE ARMING pffT T ,�„ Iq„ REFERENCE IrETHOD OF TRFJITIENT- CG -12 DETECTABLE WARDING SURFACE R� CONNECTION FOR STREET NrTERSECTIONS IEV.7 /06 GENERAL NOTES 106 502 AND ENTRANCES VMOMA DEPARTMENT OF TRANSPORTATION 502 'MOM DEPARTMENT OF TIIAM RTATMON 203.05 Table 4: Pavement Design (VDOT Pavement Design Guide) __. TOP OF - CURB CONCRETE TO BE A3 IF CAST IN PLACE, 1 4,000 PSI IF - 4" Pavement Design _ RF 1.0 Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base 'h ;a Dp ADT PENSHAW COURT (NORTH) 64 0 64 5 5 4.86 SM -9.5 2 1.67 BM -25 0 1.6 21A 8 0.6 8.14 PENSHAW COURT (WEST) 100 0 100 5 5 6.41 ISM-9.5 2 1.67 IBM-25 0 2.15 21A 8 0.6 8.14 PENSHAW COURT (EAST) 146 0 146 5 5 7.73 SM -9.5 2 1.67 BM -25 0 2.15 21A 8 0.6 8.14 PENNYWELL LANE 152 0 152 5 5 7.87 SM -9.5 2 1.67 BM -25 0 2.15 21A 8 0.6 8.14 PARKING SPACES N/A N/A N/A 5 5 N/A SM -9.5 2 1.67 BM -25 0 2.15 21B 8 0.6 8.14 6" O OO" O, 0 °Ol N CT Vn00 o - Win o 0,� o VDOT #57, #68 OR #78 STONE BASE 1,-.- 6" UNDER CURB. STANDARD CG -2 NO SCALE (VARIABLE WIDTH) 4" CONC. (3000 PSI AT 28 DAY, OR STONGER) " - 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE SITE TRIP GENERATION AND LAND USE ITE CODE 7TH EDITION PHASE 1- 39 DWELLING UNITS TOWNHOUSES (CODE 230) - 39 D.U. ADT: RATE - 228.5 VPD (114.25 VPD ENTER /114.25 VPD EXIT) AM PEAK RATE: 17 VPH (3 VPH ENTER/14 VPH EXIT) PM PEAK RATE: 20 VPH (13 VPH ENTER /7 VPH EXIT) PHASE 2 - 8 APARTMENTS, 2500 SQ. FT. RETAIL APARTMENTS (CODE 220) - 8 D.U. ADT: RATE - 54 VPD (27 VPD ENTER/27 VPD EXIT) AM PEAK RATE: 4 VPH (1 VPH ENTER13 VPH EXIT) PM PEAK RATE: 5 VPH (3 VPH ENTER /2 VPH EXIT) RETAIL (CODE 814) - 2500 SQ. FT. ADT: RATE -11o.8 VPD (55.4 VPD ENTER /55.4 VPD EXIT) AM PEAK RATE: 7 VPH (3 VPH ENTER /4 VPH EXIT) PM PEAK RATE: 17 VPH (8 VPH ENTER /9 VPH EXIT) TOTAL PHASE 2: ADT: RATE -164.8 VPD (82.4 VPD ENTER /82.4 VPD EXIT) AM PEAK RATE: 11 VPH (4 VPH ENTER /7 VPH EXIT) PM PEAK RATE: 22 VPH (11 VPH ENTER /11 VPH EXIT) TOTAL PHASES 1 & 2: ADT: RATE - 393.3 VPD (196.65 VPD ENTER /196.65 VPD EXIT) AM PEAK RATE: 28 VPH (7 VPH ENTER /21 VPH EXIT) PM PEAK RATE: 42 VPH (24 VPH ENTER /18 VPH EXIT) PA YEMEN T & TRIP GENERA T/ ON SCALE: 1"=80' PARKING SPACES (TYPICAL) < •ra r 33 1g C 3y 3°c PARKING DRIVE AISLE / ALLEY (TYPI NOTE: A PORTION OF' TOTAL VEHICLE TRIPS WILL ACCESS THEIR BLOCK 4 DESTINATIONS VIA THE PERIMETER ROADS. oF� SCOTT R. COLLINSZ Lie. No. 035791,E ~d� o� j 1i 5 b �w4 �SSIONAL stl F- F- w w w w 0 0 z Z U U U U a f z z z z m (A 0 0 0 0 0 C Q U U U U p Z W M co U J J _1 J Q p Z a W U) N, a- w w w w �. m m m a �z Rw a a a a z > a m m m w D w w w w W L�LU� C:, Ice ~ Q rl r ( 1 r 1 -( .-( .-( ,R w \ -4 N In M O L9ON M M 01 N 4 I 0 I11 N w� L9 0 W H-. Bl• W U WI Ul C/) zW W Ix C/) JF-4 W mi 0 O O W Z ° a a C ° CL _o W LU F__1 o b _z a� w t w J Z 1-1 o w z L (n Z IJ..I ° a z C J t-q 0 0 d-6 o N O U. o o -�' -C C W 3� ° U � O a> C V � U z 0 0 3 O� Q Q J U -° ° CO ° C t E ° J o �-C L__J C C7 ° z C w ° Z Z .a w Ni zEr, J C C oc O oC �C i C 0 C O C n� > .L 3 � O C x' v c a� c W 0 L J C C Z � a n w � Et. w :3 OE 0L U) 0- - C JOB NO. C 02009 oL Ea u> SCALE ° .0 AS NOTED o .`s ° a SHEET NO. a fi C a� S -5 - S F- 3 2 0.2" CLASS A3 . ►. ,V, ►• - NOTE ALLOWABLE ENTRANCE GRADE TABLE IR NOT 50X - 65X 0 0 0 0 0 0 0 0 0 0 0 0 0''0 ATE . ;, , �� '1 APPLICABLE TO STREW COMECTbNS 00000000000000 " - L4" VARIABLE eA� �v wTTS SECTION C -C TRUNR_R DOME DETECTABLE ARMING pffT T ,�„ Iq„ REFERENCE IrETHOD OF TRFJITIENT- CG -12 DETECTABLE WARDING SURFACE R� CONNECTION FOR STREET NrTERSECTIONS IEV.7 /06 GENERAL NOTES 106 502 AND ENTRANCES VMOMA DEPARTMENT OF TRANSPORTATION 502 'MOM DEPARTMENT OF TIIAM RTATMON 203.05 Table 4: Pavement Design (VDOT Pavement Design Guide) __. TOP OF - CURB CONCRETE TO BE A3 IF CAST IN PLACE, 1 4,000 PSI IF - 4" Pavement Design _ RF 1.0 Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base 'h ;a Dp ADT PENSHAW COURT (NORTH) 64 0 64 5 5 4.86 SM -9.5 2 1.67 BM -25 0 1.6 21A 8 0.6 8.14 PENSHAW COURT (WEST) 100 0 100 5 5 6.41 ISM-9.5 2 1.67 IBM-25 0 2.15 21A 8 0.6 8.14 PENSHAW COURT (EAST) 146 0 146 5 5 7.73 SM -9.5 2 1.67 BM -25 0 2.15 21A 8 0.6 8.14 PENNYWELL LANE 152 0 152 5 5 7.87 SM -9.5 2 1.67 BM -25 0 2.15 21A 8 0.6 8.14 PARKING SPACES N/A N/A N/A 5 5 N/A SM -9.5 2 1.67 BM -25 0 2.15 21B 8 0.6 8.14 6" O OO" O, 0 °Ol N CT Vn00 o - Win o 0,� o VDOT #57, #68 OR #78 STONE BASE 1,-.- 6" UNDER CURB. STANDARD CG -2 NO SCALE (VARIABLE WIDTH) 4" CONC. (3000 PSI AT 28 DAY, OR STONGER) " - 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE SITE TRIP GENERATION AND LAND USE ITE CODE 7TH EDITION PHASE 1- 39 DWELLING UNITS TOWNHOUSES (CODE 230) - 39 D.U. ADT: RATE - 228.5 VPD (114.25 VPD ENTER /114.25 VPD EXIT) AM PEAK RATE: 17 VPH (3 VPH ENTER/14 VPH EXIT) PM PEAK RATE: 20 VPH (13 VPH ENTER /7 VPH EXIT) PHASE 2 - 8 APARTMENTS, 2500 SQ. FT. RETAIL APARTMENTS (CODE 220) - 8 D.U. ADT: RATE - 54 VPD (27 VPD ENTER/27 VPD EXIT) AM PEAK RATE: 4 VPH (1 VPH ENTER13 VPH EXIT) PM PEAK RATE: 5 VPH (3 VPH ENTER /2 VPH EXIT) RETAIL (CODE 814) - 2500 SQ. FT. ADT: RATE -11o.8 VPD (55.4 VPD ENTER /55.4 VPD EXIT) AM PEAK RATE: 7 VPH (3 VPH ENTER /4 VPH EXIT) PM PEAK RATE: 17 VPH (8 VPH ENTER /9 VPH EXIT) TOTAL PHASE 2: ADT: RATE -164.8 VPD (82.4 VPD ENTER /82.4 VPD EXIT) AM PEAK RATE: 11 VPH (4 VPH ENTER /7 VPH EXIT) PM PEAK RATE: 22 VPH (11 VPH ENTER /11 VPH EXIT) TOTAL PHASES 1 & 2: ADT: RATE - 393.3 VPD (196.65 VPD ENTER /196.65 VPD EXIT) AM PEAK RATE: 28 VPH (7 VPH ENTER /21 VPH EXIT) PM PEAK RATE: 42 VPH (24 VPH ENTER /18 VPH EXIT) PA YEMEN T & TRIP GENERA T/ ON SCALE: 1"=80' PARKING SPACES (TYPICAL) < •ra r 33 1g C 3y 3°c PARKING DRIVE AISLE / ALLEY (TYPI NOTE: A PORTION OF' TOTAL VEHICLE TRIPS WILL ACCESS THEIR BLOCK 4 DESTINATIONS VIA THE PERIMETER ROADS. oF� SCOTT R. COLLINSZ Lie. No. 035791,E ~d� o� j 1i 5 b �w4 �SSIONAL stl F- F- w w w w 0 0 z Z U U U U a f z z z z m (A 0 0 0 0 0 C Q U U U U p Z W M co U J J _1 J Q p Z a W U) N, a- w w w w �. m m m a �z Rw a a a a z > a m m m w D w w w w W L�LU� C:, Ice ~ Q rl r ( 1 r 1 -( .-( .-( ,R w \ -4 N In M O L9ON M M 01 N 4 I 0 I11 N w� L9 0 W H-. Bl• W U WI Ul C/) zW W Ix C/) JF-4 W mi 0 O O W Z ° a a C ° CL _o W LU F__1 o b _z a� w t w J Z 1-1 o w z L (n Z IJ..I ° a z C J t-q 0 0 d-6 o N O U. o o -�' -C C W 3� ° U � O a> C V � U z 0 0 3 O� Q Q J U -° ° CO ° C t E ° J o �-C L__J C C7 ° z C w ° Z Z .a w Ni zEr, J C C oc O oC �C i C 0 C O C n� > .L 3 � O C x' v c a� c W 0 L J C C Z � a n w � Et. w :3 OE 0L U) 0- - C JOB NO. C 02009 oL Ea u> SCALE ° .0 AS NOTED o .`s ° a SHEET NO. a fi C a� S -5 - S F- 3 2 6" O OO" O, 0 °Ol N CT Vn00 o - Win o 0,� o VDOT #57, #68 OR #78 STONE BASE 1,-.- 6" UNDER CURB. STANDARD CG -2 NO SCALE (VARIABLE WIDTH) 4" CONC. (3000 PSI AT 28 DAY, OR STONGER) " - 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE SITE TRIP GENERATION AND LAND USE ITE CODE 7TH EDITION PHASE 1- 39 DWELLING UNITS TOWNHOUSES (CODE 230) - 39 D.U. ADT: RATE - 228.5 VPD (114.25 VPD ENTER /114.25 VPD EXIT) AM PEAK RATE: 17 VPH (3 VPH ENTER/14 VPH EXIT) PM PEAK RATE: 20 VPH (13 VPH ENTER /7 VPH EXIT) PHASE 2 - 8 APARTMENTS, 2500 SQ. FT. RETAIL APARTMENTS (CODE 220) - 8 D.U. ADT: RATE - 54 VPD (27 VPD ENTER/27 VPD EXIT) AM PEAK RATE: 4 VPH (1 VPH ENTER13 VPH EXIT) PM PEAK RATE: 5 VPH (3 VPH ENTER /2 VPH EXIT) RETAIL (CODE 814) - 2500 SQ. FT. ADT: RATE -11o.8 VPD (55.4 VPD ENTER /55.4 VPD EXIT) AM PEAK RATE: 7 VPH (3 VPH ENTER /4 VPH EXIT) PM PEAK RATE: 17 VPH (8 VPH ENTER /9 VPH EXIT) TOTAL PHASE 2: ADT: RATE -164.8 VPD (82.4 VPD ENTER /82.4 VPD EXIT) AM PEAK RATE: 11 VPH (4 VPH ENTER /7 VPH EXIT) PM PEAK RATE: 22 VPH (11 VPH ENTER /11 VPH EXIT) TOTAL PHASES 1 & 2: ADT: RATE - 393.3 VPD (196.65 VPD ENTER /196.65 VPD EXIT) AM PEAK RATE: 28 VPH (7 VPH ENTER /21 VPH EXIT) PM PEAK RATE: 42 VPH (24 VPH ENTER /18 VPH EXIT) PA YEMEN T & TRIP GENERA T/ ON SCALE: 1"=80' PARKING SPACES (TYPICAL) < •ra r 33 1g C 3y 3°c PARKING DRIVE AISLE / ALLEY (TYPI NOTE: A PORTION OF' TOTAL VEHICLE TRIPS WILL ACCESS THEIR BLOCK 4 DESTINATIONS VIA THE PERIMETER ROADS. oF� SCOTT R. COLLINSZ Lie. No. 035791,E ~d� o� j 1i 5 b �w4 �SSIONAL stl F- F- w w w w 0 0 z Z U U U U a f z z z z m (A 0 0 0 0 0 C Q U U U U p Z W M co U J J _1 J Q p Z a W U) N, a- w w w w �. m m m a �z Rw a a a a z > a m m m w D w w w w W L�LU� C:, Ice ~ Q rl r ( 1 r 1 -( .-( .-( ,R w \ -4 N In M O L9ON M M 01 N 4 I 0 I11 N w� L9 0 W H-. Bl• W U WI Ul C/) zW W Ix C/) JF-4 W mi 0 O O W Z ° a a C ° CL _o W LU F__1 o b _z a� w t w J Z 1-1 o w z L (n Z IJ..I ° a z C J t-q 0 0 d-6 o N O U. o o -�' -C C W 3� ° U � O a> C V � U z 0 0 3 O� Q Q J U -° ° CO ° C t E ° J o �-C L__J C C7 ° z C w ° Z Z .a w Ni zEr, J C C oc O oC �C i C 0 C O C n� > .L 3 � O C x' v c a� c W 0 L J C C Z � a n w � Et. w :3 OE 0L U) 0- - C JOB NO. C 02009 oL Ea u> SCALE ° .0 AS NOTED o .`s ° a SHEET NO. a fi C a� S -5 - S F- 3 2 (VARIABLE WIDTH) 4" CONC. (3000 PSI AT 28 DAY, OR STONGER) " - 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE SITE TRIP GENERATION AND LAND USE ITE CODE 7TH EDITION PHASE 1- 39 DWELLING UNITS TOWNHOUSES (CODE 230) - 39 D.U. ADT: RATE - 228.5 VPD (114.25 VPD ENTER /114.25 VPD EXIT) AM PEAK RATE: 17 VPH (3 VPH ENTER/14 VPH EXIT) PM PEAK RATE: 20 VPH (13 VPH ENTER /7 VPH EXIT) PHASE 2 - 8 APARTMENTS, 2500 SQ. FT. RETAIL APARTMENTS (CODE 220) - 8 D.U. ADT: RATE - 54 VPD (27 VPD ENTER/27 VPD EXIT) AM PEAK RATE: 4 VPH (1 VPH ENTER13 VPH EXIT) PM PEAK RATE: 5 VPH (3 VPH ENTER /2 VPH EXIT) RETAIL (CODE 814) - 2500 SQ. FT. ADT: RATE -11o.8 VPD (55.4 VPD ENTER /55.4 VPD EXIT) AM PEAK RATE: 7 VPH (3 VPH ENTER /4 VPH EXIT) PM PEAK RATE: 17 VPH (8 VPH ENTER /9 VPH EXIT) TOTAL PHASE 2: ADT: RATE -164.8 VPD (82.4 VPD ENTER /82.4 VPD EXIT) AM PEAK RATE: 11 VPH (4 VPH ENTER /7 VPH EXIT) PM PEAK RATE: 22 VPH (11 VPH ENTER /11 VPH EXIT) TOTAL PHASES 1 & 2: ADT: RATE - 393.3 VPD (196.65 VPD ENTER /196.65 VPD EXIT) AM PEAK RATE: 28 VPH (7 VPH ENTER /21 VPH EXIT) PM PEAK RATE: 42 VPH (24 VPH ENTER /18 VPH EXIT) PA YEMEN T & TRIP GENERA T/ ON SCALE: 1"=80' PARKING SPACES (TYPICAL) < •ra r 33 1g C 3y 3°c PARKING DRIVE AISLE / ALLEY (TYPI NOTE: A PORTION OF' TOTAL VEHICLE TRIPS WILL ACCESS THEIR BLOCK 4 DESTINATIONS VIA THE PERIMETER ROADS. oF� SCOTT R. COLLINSZ Lie. No. 035791,E ~d� o� j 1i 5 b �w4 �SSIONAL stl F- F- w w w w 0 0 z Z U U U U a f z z z z m (A 0 0 0 0 0 C Q U U U U p Z W M co U J J _1 J Q p Z a W U) N, a- w w w w �. m m m a �z Rw a a a a z > a m m m w D w w w w W L�LU� C:, Ice ~ Q rl r ( 1 r 1 -( .-( .-( ,R w \ -4 N In M O L9ON M M 01 N 4 I 0 I11 N w� L9 0 W H-. Bl• W U WI Ul C/) zW W Ix C/) JF-4 W mi 0 O O W Z ° a a C ° CL _o W LU F__1 o b _z a� w t w J Z 1-1 o w z L (n Z IJ..I ° a z C J t-q 0 0 d-6 o N O U. o o -�' -C C W 3� ° U � O a> C V � U z 0 0 3 O� Q Q J U -° ° CO ° C t E ° J o �-C L__J C C7 ° z C w ° Z Z .a w Ni zEr, J C C oc O oC �C i C 0 C O C n� > .L 3 � O C x' v c a� c W 0 L J C C Z � a n w � Et. w :3 OE 0L U) 0- - C JOB NO. C 02009 oL Ea u> SCALE ° .0 AS NOTED o .`s ° a SHEET NO. a fi C a� S -5 - S F- 3 2 ~ Q rl r ( 1 r 1 -( .-( .-( ,R w \ -4 N In M O L9ON M M 01 N 4 I 0 I11 N w� L9 0 W H-. Bl• W U WI Ul C/) zW W Ix C/) JF-4 W mi 0 O O W Z ° a a C ° CL _o W LU F__1 o b _z a� w t w J Z 1-1 o w z L (n Z IJ..I ° a z C J t-q 0 0 d-6 o N O U. o o -�' -C C W 3� ° U � O a> C V � U z 0 0 3 O� Q Q J U -° ° CO ° C t E ° J o �-C L__J C C7 ° z C w ° Z Z .a w Ni zEr, J C C oc O oC �C i C 0 C O C n� > .L 3 � O C x' v c a� c W 0 L J C C Z � a n w � Et. w :3 OE 0L U) 0- - C JOB NO. C 02009 oL Ea u> SCALE ° .0 AS NOTED o .`s ° a SHEET NO. a fi C a� S -5 - S F- 3 2 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 14+00 PENNY WELL LANE TC PVI STA: 10 24.93 PVI STA: 11 06.63 PVI STA: 13 +14. 0 5.80 PVI ELEV:6 3.70 2.64 PVI STA:11 +15.02 PVI ELEV: 691.61 % -� >- K: 43.8 K: 43.8 ELEV: 695.590 A.D.: 4.00% VC LENGTH: v PVI F w 5.00' w A.D.: - 4.00%% K:12.50 , p LP ELEV: ?? LP ELEV:6 K: 25.00 VC LENGTH: 50. 0 w LP STA: 10 18.01 VC LENGTH:100.00' LLP 8.37 W LP ELEV: 6 2.76 HP STA:11 +15.02 ELEV: 6914. 6 N 715 � J HP ELEV: 695.09 715 ,a, W cc) a W C13 a W a w N C6 VT oc 04 g co a a �. o ce = Ln 0 W V) N 715 - - - -- STR: 34 + + 710 O$ z TP= 693.17 v- 710 INV IN: 683.70 TO 36 - - o + -- - - ai � z + INV OUT: 683.60 TO 32 c~n co + PROPOSED 4" CLASS 53 FX- zc°9i z��' 710 gM o r _ -- D.I. WATERLINE z W r _ z �- MH:10 J 0 RIM: 696.13 w d 705 a. .. Q Ou M + + u INV IN. 6877.20 TO 12 co z FIRE HYDRANT PROPOSED Z 0 INV OUT. 6:87.00 TO 9 z N TP= 697.18 q 700 U w a ASSEMBLY STA 12 +07.00 z z (1) z c 0 MH:12 � Q LL w C w w I- ATERALS � az RIM: 696.01 INV OUT. 687.38 TO 10 Z PROPOSED U zz I WATER -2. LLO GRADE ( w N w O 5 695 700 - SERVICE 00 t° u- O M =O STR: RIM: 693.03 OUT. 687.80 TO 13 ALL o WATER ° �~ Ill 4 "x4" TEE INV EXISTING z - a LATERALS TA 9 +93.25 z w w LATERALS k RIM: 696.92 F ° z GRADE w z INV OUT. 691.05 TO 13 => Ill 2.00% � z g STA 11 +44.97 c~i z -2. 0% W 0. Z U TP= 692.50 695 I z �z ad PROPOSED INV IN: 685.55 TO 40 � GRADE 3.0' - - - - FILL z ' FILL -�• -! _ - - 1.250 TYPE A BLOW- - - - -- -- - - - - -- MH: 9 PROPOSED 12 "x6" TEE SANITARY RIM: 693.24 [INV 6 6" TEE WATERLINE SEWER IN. 686.22 TO 10 STA 13 +45.67 680 STA 10+53.17 INV OUT. 686.02 TO 8 JJ M - �� 3 (STA 10 w w TO co 690 ti rn Q'KOPOSED D.I. 61' CMSS WATERLINE -- 52 6 "x4" TEE FILL STR: 32 1.6' STA 12 +29.24 TP= 691.82 KllINV 6"9O* IN: 683.16 T 1 0' 690 INV OUT: 683.06 685 STA 12 +36.83 1. ' MH:13 RIM: 694.55 _ INV IN. 687.40 TO 15 1'0 INV IN. 687.40 TO 14 6"450 BEND _ I INV OUT. 687.20 TO 9 1.1 STR: 36 SANITARY MH- 9 12"x4" TEE TP= 694.52 SEWER RIM: 693.24 STA 12 +89.89 SANITARY INV IN: 684.74 TO 38 LATERALS INV IN. 686.22 TO 10 SEWER INV OUT: 684.64 TO 34 INV IN. 686.22 TO 13 LATERALS INV OUT. 686.02 TO 8 675 1 w w N N o0 .4- 00 co a0 000 r� O O M TP= 694.52 W W st n d M N N MH:10 [INV C3 (D c0 co co (.0 (D RIM: 696.13 c0 c0 to INV IN. 687.40 TO 14 W I 4 "x4" TEE IN. 687.20 TO 11 675 INV OUT. 687.20 TO 9 STA 14 +14.17 INV IN. 687.20 TO 12 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 14+00 PENNY WELL LANE TC NOTES: 1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 2. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 10 +00 10 +50 11+00 11+50 12 +00 PENSHAWV COURT EAST II, 6" W/L CROSSIN TYPE A BLOW PVI STA: 10 24.93 PVI STA: 11 06.63 PVI STA: 14 PVI ELEV: 6 5.80 PVI ELEV:6 3.70 2.64 A.D.: -0. 7% A.D.: 0.5 % U K: 43.8 K: 43.8 PVI ELEV: 697.808 o VC LENGTH: 5.00' VC LENGTH: 5.00' w LP STA:. ?? LP STA: 11 19.13 p LP ELEV: ?? LP ELEV:6 3.45 VC LENGTH: 720 LP STA: 10 18.01 VC LENGTH:100.00' N 8.37 W LP ELEV: 6 2.76 HP STA: 12+87.95 LP ELEV:6 5.36 N 720 � J HP ELEV: 697.42 715 ,a, W cc) a W C13 a W a w N I oc co a a �. ce = 0 W Ln 0 W V) N 715 - - - -- -- + O$ z cv 710 o + -- - - ai � O c + PROPOSED 4" CLASS 53 FX- zc°9i 710 N 6"x6 TEE - - -- -STA 10 +91.06- o r _ -- D.I. WATERLINE z o 705 _ z �- MH:10 J 0 RIM: 696.13 w d a. .. INV IN. 6877.20 TO 11 z + u INV IN. 6877.20 TO 12 co `- Q PROPOSED Z 0 INV OUT. 6:87.00 TO 9 z TP= 697.18 q 700 U U CL 2 WATER LLO j w S'ERVICE 0 MH:12 � Q w w w I- ATERALS � cn RIM: 696.01 INV OUT. 687.38 TO 10 Z PROPOSED U -2. 0% GRADE ( w N w EXISTING GRADE 695 MH: 14 00 t° u- O M =O STR: RIM: 693.03 OUT. 687.80 TO 13 ALL o WATER ° �~ z0 4 "x4" TEE INV LL O SERVICE - a TA 9 +93.25 z LATERALS k RIM: 696.92 F ° Q INV OUT. 689.49 TO 10 � INV OUT. 691.05 TO 13 => 6 "x4" TEE )4 STA 11 +44.97 c~i 12 m x z of z TP= 692.50 690 I z EXISTING GRADE INV IN: 685.55 TO 40 � .�_ 3.0' 685 z ' FILL -�• -! _ - - 1.250 TYPE A BLOW- - - - -- -- - - - - -- MH: 9 PROPOSED 4" CLASS 53 SANITARY RIM: 693.24 [INV -F.00%- D.I. WATERLINE SEWER IN. 686.22 TO 10 LATERALS INV IN. 686.22 TO 13 680 INV OUT. 686.02 TO 8 JJ M CC) 3 (STA 10 w w TO co � ti rn NOTES: 1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 2. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 10 +00 10 +50 11+00 11+50 12 +00 PENSHAWV COURT EAST II, 6" W/L CROSSIN TYPE A BLOW 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 NO 7E. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTON OVER THE ENTIRE ROADBED AREA IN ACCORDANCE KITH VDOT 2007 ROAD AND BRIDGE SPECIFICA 77ON 303.04. NOTE.- ALL FILL SHALL BE PLACED 95% COMPACTION AND TESTED BY A GEOTECHNICAL ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. PENSHAW COURT WEST &NORTH 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 0 50 100 FEET HORIZONTAL SCALE: 1 " =50' )FF SCOTT R. COLLJNS'Z Lic. No. j035791,2- �'ss,-IONAL E�O� PVI STA: 10 18.01 PVI STA: 14 78.37 H w PVI ELEV:6 2.64 PVI STA: 12+76.42 PVI ELEV: 6 5.28 v A.D.: 4.00% PVI ELEV: 697.808 A.D.: 2.50% zO F w K: 6.2 O A.D.: - 3.25%% K:10.0 a 2 VC LENGTH: 5.00' K: 30.77 VC LENGTH: 5.00' LP STA: 10 18.01 VC LENGTH:100.00' LP STA: 14+ 8.37 W LP ELEV: 6 2.76 HP STA: 12+87.95 LP ELEV:6 5.36 Oo 720 � J HP ELEV: 697.42 ,a, W cc) a W C13 a W a w N I oc > W a a a ce N 0 W Ln 0 W V) W 715 - - - -- -- ce o � + PROPOSED 4" CLASS 53 FX- 710 N 6"x6 TEE - - -- -STA 10 +91.06- o r _ -- D.I. WATERLINE z o cl) j + z + STR: 50 ° O `- Q PROPOSED GRADE g TP= 697.18 q � p INV OUT: 691.48 TO 48 �- z I- MH:12 705 w co cn RIM: 696.01 INV OUT. 687.38 TO 10 z MH: 14 z 00 t° u- O M =O STR: RIM: 693.03 OUT. 687.80 TO 13 a I WATER ° �~ z0 v TP= 695.40 9 INV LL O SERVICE MH:15 (Do INV IN: 689.59 TO 50 700 z LATERALS k RIM: 696.92 F U Q INV OUT. 689.49 TO 10 � INV OUT. 691.05 TO 13 => STR: 38 c~i m x z of z TP= 692.50 I z EXISTING GRADE INV IN: 685.55 TO 40 � .�_ - IV OUT: 685.45 TO 36 z ' FILL -�• -! _ - - 1.250 TYPE A BLOW- 695 STA 14 +99.43 -F.00%- 3 (STA 10 +12.51) TO L -OFF (STA 10 +01.62) FILL 1.6' 1.1' 6"9O* BEND 690 STA 12 +36.83 _ 1'0 6"450 BEND _ I STA 10 +18.29 - 1.1 685 PROPOSED 6" CLASS 52 12"x4" TEE - -- D.I. WATERLINE STA 12 +89.89 SANITARY SANITARY SEWER SEWER LATERALS LATERALS 680 12 "x6" TEE TP= 694.52 MH:13 STA 12 +89.89- INV IN: 684.74 TO 38 RIM: 694.55 MH:10 [INV INV OUT: 684.64 TO 34 INV IN. 687.40 TO 15 EXISTING 12" RIM: 696.13 INV IN. 687.40 TO 14 WATERLINE 4 "x4" TEE IN. 687.20 TO 11 675 INV OUT. 687.20 TO 9 STA 14 +14.17 INV IN. 687.20 TO 12 INV OUT. 687.00 TO 9 L�a W 0 0 N rn (N (N N 00 N to 00 t w W -. Vi 0) 0) i 0) Ln Uri 0 0) co � co 0) Ln 0 0) 0) rn (.0 (.0 � c0 rn rn rn 0) � (D to (D c0 (D � � to (0 cD (0 � rn co � co co W LL- cfl � 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 NO 7E. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTON OVER THE ENTIRE ROADBED AREA IN ACCORDANCE KITH VDOT 2007 ROAD AND BRIDGE SPECIFICA 77ON 303.04. NOTE.- ALL FILL SHALL BE PLACED 95% COMPACTION AND TESTED BY A GEOTECHNICAL ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. PENSHAW COURT WEST &NORTH 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 0 50 100 FEET HORIZONTAL SCALE: 1 " =50' )FF SCOTT R. COLLJNS'Z Lic. No. j035791,2- �'ss,-IONAL E�O� W ­1 +1 \ Q N L 1 li cj M n 0\0 � N-i L9 M M N � M �t Llz N O Cr W N uj W Lu Z � W z LL z s,,,,00 O U W o W m ulH J w �- � 0 w O a 0 O O N J h ~ w W W u- 0 d 0 Q O W 0 w a JOB NO. 02009 SCALE V:1" =5' H:1"=50, SHEET NO. R -1 7, • 2,2_1 � Imo- w IN- H w w zO O O a a m 0 o 0 j 0 0 0 Z W U J J J Oo zo � J a ,a, W cc) a W C13 a W a w � oc > W a a a ce o W V) 0 W Ln 0 W V) W ujLuui ce W ­1 +1 \ Q N L 1 li cj M n 0\0 � N-i L9 M M N � M �t Llz N O Cr W N uj W Lu Z � W z LL z s,,,,00 O U W o W m ulH J w �- � 0 w O a 0 O O N J h ~ w W W u- 0 d 0 Q O W 0 w a JOB NO. 02009 SCALE V:1" =5' H:1"=50, SHEET NO. R -1 7, • 2,2_1 � 0 a 0 0 'iffiq I I 21--v 705 700 95 III M _ D? O N N o � N OF- N (00 V � (n O) rOOQII_> n >�_Z 690 Ill SANITARY SEWER CROSSING MH -9 - MH-8 685 .:# A% �i 0 w W N W 2 •M1 1111] [L�r� F- Z Q c� m N W no F- O (0 I c0 O M 00 (0 O O0 (000 IV) z D iO (p ?O : O Q_ >�-zz 1.1 z - Q Q 0 m' � Iq m =� W Ord j� c0 0 It u Hp r,� OF- �(0 O �co �� 04 00 It o M00 o �nc0� I LO►n ro0c0 c0� `t O O X00 O r(D r7� (0020 0000 �v~i ..D �O II >> o �(o� 0 V)> d Z Z- -- - 0) Z 0 - -- O F-OQ-zz �O�» U) > F- - - F- O a z Z STR: 40 V) > ~ - - VDOT STD. DI -26, L =8' 4" WATERLINE TP= 691.12 slKirl CROSSING INV IN: 686.38 TO 42 - INV IN: 686.38 TO 46 INV OUT: 686.28 TO 38 " WATERLINE "SAN. LATERAL C OSSING (TYP.) CROSSING In - wwwil _T_ RCP 174.83 Ll 18" RCP 85.65 LF 00.51% 18" RCP 51.39 LF 00.66% O 0 N M It . 0 r N 0) lid d' O O) rn 0 O 0 0 0 0) 0 O Q) O (o O (o O tp (0 to (0 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 STR 40 - STR 12 690 _ 12" WATERLINE oo 8" PVC g" PVC 113.73 LF ® 0.69% 1.8' 136.82 LF ®0.50 685 _ , I y STORM SEWER STORM SEWER CROSSING CROSSING STR 13 STR 31 680 L> l i O . � O U �Www N N N N M m 0') 0 0 rn0 m(n 00 (D cD (Do cD O c0 0 W U- 0+00 0 +50 1+00 1+50 2 +00 MH -11 - MH-81 1.6' 15" RCP O 2 88% IrJr rN0 r rO 00 O p OM00 0 O N N h ^ Zo 00 0 00 r M 00 00 00 to " ~ r rp 00 rM00 r (DO 0Nto --0 -- - -_��> co ... N I N I . O pJ op 0000�� 't O N N° 00N 700 o pr) C4 N0 m � to to to O N 00 00 (n 1_ZZ '-Q> r U) > F- Z ?_ O X00 +M(oj rn i__�_ -_ 0oco O T7 CO rn�"co??0 _ > >> c*4 +a) ° 00 0 (o ?o 695 M (n Fx Z Z EXISTING GRADE _ - 4" WATERLINE CROSSING 690 _ 12" WATERLINE oo 8" PVC g" PVC 113.73 LF ® 0.69% 1.8' 136.82 LF ®0.50 685 _ , I y STORM SEWER STORM SEWER CROSSING CROSSING STR 13 STR 31 680 L> l i O . � O U �Www N N N N M m 0') 0 0 rn0 m(n 00 (D cD (Do cD O c0 0 W U- 0+00 0 +50 1+00 1+50 2 +00 MH -11 - MH-81 1.6' 15" RCP O 2 88% IrJr rN0 r rO 00 O p O- 0 O N N h ^ Zo 00 0 00 r M 00 00 00 to " ~ co Lo c6 rM00 r (DO 0Nto --0 -- - -_��> -I ... �F-�zZZ I I 15" RCP 44.08 LF O 1.66% M O rl r7 N N O CO 0 (D CO 3 +50 4 +00 4 +50 - PROPOSED GRADE 1,�4" WATERLINE I CROSSING 8" PVC 78.54 LF ® 2.41 % O O O� M N 2 +50 3 +00 3 +50 O rM 00 O OO F- �- N O O NN0 O (p (O 00 d NOD 00 co 700 n, 7; 7;R) •e r�• ZIR 682 W W 0 O w U- muO0 15" RCP 151.39 LF ® 1.25% 4" WATERLINE CROSSING 1 1' Z15 p z Q 00 O � m °� 00 W5 0) (D Ou) Ln�_ (00 6�O u> ,n > F_ z Ll RCP 44.02 LF 02.14% SAN. LATERAL CR SSING O tND N 0 O) O O O O 0� O w O 0 (0 0 +00 0 +50 1+00 1+50 2 +00 2 +25 STR 50 -STR 10 tr) d- 0 M O � r t--- O- p O d)- ° N O � � r;r� ao a =IQ »> OU uJ(O(O 0st F- - 00 NM(o J I Z -5 �V)F'ZZZ O w 0, II LO C) O E -I ... m O0 rncf N I . O pJ 00 0000�� 't O PO O'q-((00 00N ••�'� 1_ZZ '-Q> O II > U) > F- Z ?_ °> a z_ i__�_ -_ muO0 15" RCP 151.39 LF ® 1.25% 4" WATERLINE CROSSING 1 1' Z15 p z Q 00 O � m °� 00 W5 0) (D Ou) Ln�_ (00 6�O u> ,n > F_ z Ll RCP 44.02 LF 02.14% SAN. LATERAL CR SSING O tND N 0 O) O O O O 0� O w O 0 (0 0 +00 0 +50 1+00 1+50 2 +00 2 +25 STR 50 -STR 10 tr) d- 0 M O � r t--- O- p O d)- ° N O � � r;r� ao NOTES: 1. ALL FILL TO BE PLACED IN A MAXIMUM OF 2 6" LIFTS. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 3. MINIMUM OF 1' OF VERTICAL SEEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 0 +00 0 +50 1 +00 1 +50 2 +00 MH -14 - MH -9 2 +50 3 +00 OFNP, G� O SCO T R. COLLINS% U Lic. No. 035791,2 ° 112:�1iiw4 MH: 10 p �SS10 L E�G� STA: 0 +00.00 RIM: 696.13 00 ro INV IN. 687.20 TO 11 rn INV IN. 687.20 TO 12 CO oOD INV OUT. 687.00 TO 9 M NO(00 a �> 700 m V~) &�? EXISTING GRADE z z z w w w o O o Z Z U U U 695 UJ U) u o z z z U O 0 O PROPOSED GRADE z U a U) M U _j _j OJC 690 O 00 Q ice w w w _ m m m J J J w ? ° a a a cn ui a a a Ce o 0 0 W W w in in 685 W ce ce w ce 8" P VC 34.89 LF 0 0.52% 680 w w LO C6 00 (D 00 � � � c0 ww Co 0 0 ° o Q N l 1 tip O� 0 +00 0 +50 M 0 N MH -12 - MH -10 Lu M M N d- � M U) 0 CL M z r 7 Q r0 o N w 00~ rn rn N a) 705 ~ ~O (6m W cn N c r p�(�o�o =F- J �z 700 = > > > ,.,.,, Z � z V)� Z Z z- PROPOSED GRADE V 1 0 v `l' w o z /i5/8" WATER SERVICE CROSSING �-+ so W 0) 0 695 -- O o - S �y < 3 1:4 O EXISTING GRADE Z L23 x H 2.8' V ( 1 0 690 3.3' \•/ ° 3 cn W 0 a 8" PVC .J O; x 112.59 LF ® 3.24% W [D s T a'' 0 685 .J J -0 � Z .c of _x w � z 680 W ~ w U .W> WW> m 00 00 r z V) JJ �� OLO � � �o C/] �o w W L ifj U-) C6 U-) r 0 U J 0 W LOA_ w � o 0 +00 0 +50 1+00 1+50 0 Q. MH -15 - MH -13 Xo 0 O � U 0 � L N L w �o J b ~ W L E a W � U• 5 O 5 10 FEET c JOB NO. ` VERTICAL SCALE: 1 " =5' O2oOn o ,_ 7 U _c 0 N a 50 O 50 100 FEET SCALE o V:1 " =5' o� HORIZONTAL SCALE: 1"=50' H: 1" = 50' o a SHEET NO. a u DP -2 is Zv =IQ »> OU uJ(O(O 0st F- - 00 NM(o -5 �V)F'ZZZ p ±02:Z= PROPOSED GRADE _ _, >> � N to o 1_ZZ '-Q> 695 mU) Fx Z 6" WATERLINE _ 4" WATERLINE CROSSING EXISTING GR��T CROSSING 690 - - - 3.4' _ 23' - 3.1' 8" PVC 194.58 LF 00.50% _ 685 _ _- _ 8" PVC 70.68 LF ® 0.57% 5/8" WATER ERVICE CROSSING 680 W W - N p N O ��% O d _ 0 N� a0 m C0 Nj d- 0 4 0 u 0 ui cy) 0 0 r i 0 QD cV 0 W LI) (0 (O c0 0 to (0 O (0 c0 - (00 (o c0 NOTES: 1. ALL FILL TO BE PLACED IN A MAXIMUM OF 2 6" LIFTS. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 3. MINIMUM OF 1' OF VERTICAL SEEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 0 +00 0 +50 1 +00 1 +50 2 +00 MH -14 - MH -9 2 +50 3 +00 OFNP, G� O SCO T R. COLLINS% U Lic. No. 035791,2 ° 112:�1iiw4 MH: 10 p �SS10 L E�G� STA: 0 +00.00 RIM: 696.13 00 ro INV IN. 687.20 TO 11 rn INV IN. 687.20 TO 12 CO oOD INV OUT. 687.00 TO 9 M NO(00 a �> 700 m V~) &�? EXISTING GRADE z z z w w w o O o Z Z U U U 695 UJ U) u o z z z U O 0 O PROPOSED GRADE z U a U) M U _j _j OJC 690 O 00 Q ice w w w _ m m m J J J w ? ° a a a cn ui a a a Ce o 0 0 W W w in in 685 W ce ce w ce 8" P VC 34.89 LF 0 0.52% 680 w w LO C6 00 (D 00 � � � c0 ww Co 0 0 ° o Q N l 1 tip O� 0 +00 0 +50 M 0 N MH -12 - MH -10 Lu M M N d- � M U) 0 CL M z r 7 Q r0 o N w 00~ rn rn N a) 705 ~ ~O (6m W cn N c r p�(�o�o =F- J �z 700 = > > > ,.,.,, Z � z V)� Z Z z- PROPOSED GRADE V 1 0 v `l' w o z /i5/8" WATER SERVICE CROSSING �-+ so W 0) 0 695 -- O o - S �y < 3 1:4 O EXISTING GRADE Z L23 x H 2.8' V ( 1 0 690 3.3' \•/ ° 3 cn W 0 a 8" PVC .J O; x 112.59 LF ® 3.24% W [D s T a'' 0 685 .J J -0 � Z .c of _x w � z 680 W ~ w U .W> WW> m 00 00 r z V) JJ �� OLO � � �o C/] �o w W L ifj U-) C6 U-) r 0 U J 0 W LOA_ w � o 0 +00 0 +50 1+00 1+50 0 Q. MH -15 - MH -13 Xo 0 O � U 0 � L N L w �o J b ~ W L E a W � U• 5 O 5 10 FEET c JOB NO. ` VERTICAL SCALE: 1 " =5' O2oOn o ,_ 7 U _c 0 N a 50 O 50 100 FEET SCALE o V:1 " =5' o� HORIZONTAL SCALE: 1"=50' H: 1" = 50' o a SHEET NO. a u DP -2 is Zv _ so. �.. OCH JP B CK 1 BLOCK 3 pORTJ 0 / v y , ,. - . _ lw _ / _ G r' i / / v v � \ / i , / '- ,' \ � -" - -_ _ '__'j %%', i'• - / I I I � / / - - - - / D.A. #2 I - ', 1.30 AC. vvy u , yI DRAINS TO -�`- I I y v v - I AA \ \ V A \ 1 (� / / ll rl r l / / /�/ �' v . / / '" 'V ; 1/ r I THE SOUTH moo t -will \ I \ \ \ 1 I \V - - -- -- / D.A. #1 12.75 AC. \ I 1 \ I ' r' / , i`� rr I, ll r � •: ::: / � r r I r D.A. #3 1 I I EXISTING WEIR _ 3.03 AC. 1 I T I 1 DRAINS 0 I ' / \ \\ \ \`\\ rrr r rll 1 I j I i - - - - - - -- - - - - - - - - -- THE SOUTH / fill /, _ � � I r � I I I � � I I r I r - \\ I I I I 1 1/ - - - EXISTING DRAINAGE DIVIDE,, EXISTING UPPER BALLARD FIELD RETENTION BASIN II / / / , _. H C\ C ALE I 1 - 50 \ 50 100 \\ \ 2 / I 400 1 v- V - INFET �- -- _- \ \ In = 100 , BLOCK 0� ), , , , , , ; \ -'i / A / // koCKS 1' 2 AIVQ 4 DRAN;TO \.YN`AGINLET �1 - -, BLOCK AREAS PHASE LINE CAPTURED BY r , \ \ % ; ; / / -I' �► � DIVIDING BLOCK 3 (BLOCK #2. \` ros9 I I EXISTING / /�,� ♦ _ / = - I $ -�- DA =1.69 ,a' C. c \�. 1 ) STORMWATER T l INTO PHASES _ I I < \ I / \ / ♦ / ' , �/ / / _ Cw -0.78 A AND B - - / " - \ I MANAGEMENT 1 Tc =6.5 miin. BASIN II I' LA E(R A¢ ) 61 W t a N m V I 1 i t i s no Alb C$ BLOCK #3 rl - BLOCK #4 ` \M \\` \�� PHASE A ` j BLOCK #3 BLOCK #1 P w r - -- DA 4.33 Ac. ❑ ❑ p \ N r I f DA =3.35 Ac. r I x PHASE B Y I - -- i ;r Cw =0.78 1 r� � Cw =0.80 1 1r DA= 2.41 Ac. I m o _ _ n - oho = M Cw 0 86 x 1 _ r _ , I __ ❑ _ I _�� __ TC -5.0 min. - � - - - - - -- I - � - TC 7 0 mM. Tc -5.5 min. / Cw -0.70 1- \ _e� , \ 1 Te 6.0 min ! 'I I II I , ❑ ❑ 1 �+ f' -fir ► - -- ` _- ~ v. __-'/ 1 \ ` - / _ -' y-, . ; - DRI 5'RM) r ROZ cc - - = - - - Z - -- - T - - SCALE \ \ , / LOCATION OF PROPOSED STORM SEWER OUTFALLING v 10 0 10 1 1 zoo 4 vy� INTO THE UPPER BALLARD 1 ' FIELD STORMWATER MANAGEMENT POND l 1 �X inc =) 11 0 ft. Table 12: Water Quality Compliance table WATER QUALITY COMPLIANCE - Block 1, Block 2 (portion of), Block 3 (portion of), Block 4 project area (acres) 17.1 project area (roughly equal to Nmits of disturbance) 17.1 (should be roughly equal to limits of disturbance) 17.1 percent capture area captured 17.1 (should be between 80% and 120 %) a `-" Q percent capture =) O 100% W (should be 90% or better) U J O f, factor Ce 1.0 Y (1.0, or 0.9 for sites in the development anus where existing impervious cover is greater than 20 %) � Z t ffi m uJ m a�i $ v ° > w m = $ ° remarks Detained Areas M cc .g •Q T ` O 17.08 16.90 55.40 see ultimate analysis E e CL E 'o 72.95 cc 10 Year Q Q 7 > 3 > i 94.60 see ultimate analysis C O ae facility '*' 9 O 2 F remarks facility name �, .I= � � tYpe 0 17.1 0.20 0.0 0.79 70% 3628.2 0.0 50% 25554.0 7.0 10 Year Existing Upper Wet fond (4 x WQV) _ 50% removal provided by pond. Ballard Wet Fond Additional removal provided by Lickinghole Basin through the Pro-Rata Shane Contribution impervious area before development in designated growth areas can be a minimum 20% "t this is most often NOT the entire property, but the portion of the property within the subject drainage area, or the drainage area to the facility *** see Table 13 Note: WQV shown is 4 x WQV Table 14: Detention Compliance table DETENTION COMPLIANCE - Block 1, Block 2 (portion of), Block 3 (portion of), Block 4 project area (acres) 17.1 (roughly equal to Nmits of disturbance) area detained (acres) w E 17.1 percent capture O 100% (should be between 80% and 120 %) a `-" Q O U =) O Z W = U J O J Ce a 2: Y N � Z Q m uJ U) LU Ce N Q > w w a CL $ ° remarks Detained Areas W WM 17.08 16.90 55.40 see ultimate analysis 2 Year 17.08 22.60 72.95 see ultimate analysis 10 Year 17.08 29.80 94.60 see ultimate analysis 100 Year Un- detained Areas 0 0.0 0.0 - 2 Year 0 0.0 0.0 - 10 Year 100 Year H pF� �O f�GZ SCOTT %R . COLLINSZ Lic. 14o. 035791,a t l SIGNAL E� 0 0 0 w N L\n 9..0 ° 11"1, 00 LO 0*`\ m M � N z 0 a LU C a �C ° W •' U Q W N N Q W � uu 57 o !� O C L ZW N Q a � f W 0, U. o, L9 °' qrl- O3 0 F_ a, U U 0 a 0 W a W c 0 0 W J DC ° Ul �4 W ii-1 o 0 z c� w w Z z" O z �W �Z i J v, J W O X o w X o w LU t"'1 0n 0 W a a� Q) 0 M U W N i N J° N P c Q) L w E 0 w � U O- E JOB NO. 02009 0 SCALE ° 1 " =100' ° c ° SHEET NO. o SWM_1 Z -1 H Z w E Z O Z O UJ a `-" Q O U =) O Z W = U J O J Ce a 2: N � Z Q m uJ U) LU Ce N Q > w w a w LU W WM � 0 0 0 w N L\n 9..0 ° 11"1, 00 LO 0*`\ m M � N z 0 a LU C a �C ° W •' U Q W N N Q W � uu 57 o !� O C L ZW N Q a � f W 0, U. o, L9 °' qrl- O3 0 F_ a, U U 0 a 0 W a W c 0 0 W J DC ° Ul �4 W ii-1 o 0 z c� w w Z z" O z �W �Z i J v, J W O X o w X o w LU t"'1 0n 0 W a a� Q) 0 M U W N i N J° N P c Q) L w E 0 w � U O- E JOB NO. 02009 0 SCALE ° 1 " =100' ° c ° SHEET NO. o SWM_1 Z -1 UPPER BALLARD FIELD POND - STORMWATER MANAGEMENT ANALYSIS ULTIMATE CONTRIBUTING IMPERVIOUS AREAS TO EXISTING RETENTION BASIN II ON UPPER BALLARD FIELD PRE -DEVEI OPMENT IMPERVIOUSNESS: EXIST. AREA 100.9 ac. EXIST. Cw 0.30 PROPOSED AREA 55.1 ac. EXISTING Cw 0.30 IMPERVIOUS AREA: (156.0 *0.30) = 46.8 ac. POST -DE VFI OPMEN T IMPER V/OUSNESS: EXIST. AREA 100.9 ac. EXIST. C 0.30 PROPOSED AREA 55.1 ac. PROPOSED C 0.80 IMPERVIOUS AREA: (100.9 *0.30) +(55.1 *0.80) = 84.44 ac. SUMMARY- REMOVAL REQUIRED: 58% REMOVAL PROVIDED: RETENTION BASIN ll = 50% (REMAINDER OF REMOVAL RATE ACHIEVED W/ TH CONTRIBUTION TO PRO -RATA SHARE) WA TER QUALITY VOLUME REQUIRED. (5,660 cy * 4) = 22,640 Cy WA TER QUALITY VOLUME PROVIDED: POND AREA ® 672.6 = 163,786 SO FT POND AREA ® 668 = 136,192 SO FT (((163,786 + 136,192)12) *4.6)127 = 25,554 CY 25,554 CY > 22,640 CY Type.... Master Network Summary Page 1.01 Name.... Watershed File.... L• \Land Projects 2007 \02000 -Old Trol\ 02002\ Calcs\ STM\ EXISTiNGUPPERBAL LARDFIELDPOND.PPW MASTER DESIGN STORM SUMMARY Default Network Design Storm File, ID Albemarle Coun Rainfall Return Event Type IDF ID -- - - - - -- - - - -- Dev 2 I -D -F Curve 2 Yr Dev 10 I -D -F Curve 10 Yr Dev100 I -D -F Curve 100 Yr MASTER NETWORK SUMMARY Modified Rational Method Network (*Node- Outfoll; +Node - Diversion; ) (Trun- HYG Truncation: Blank -None; L =Left; R-Rt; LR- Left&Rt) Type.... Mod. Rational Graph Page 3.04 Name.... EX AREA TO POND Tag: Dev100 Event 100 yr File.... L• \Land Pro�ts 2007 \02000 -Old Trail\ 02002\ Calcs\ STM \EXISTINGUPPERBALLARDFIELDPOND .PPW Storm... 100 Yr Tog: Dev100 MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method I Q - CiA * Units Conversion; Where Conversion - 43560 / (12 * 3600) • RETURN FREQUENCY- 100 yr 1 Allowable Outflow: 206.46 cfs • 'C' Adjustment 1.000 1 Required Storage: .089 oc -ft * STORM DURATION - Tc for Max.Storoge *------------------------------------------- - - - - -i -------------- - - - - -* * Peak Inflow- 208,23 cfe * .HYG Flo: Dr4OO El Tc- .7500 hrs I - 4.5000 in/hr Area - 131.120 acres .0 - 208.23 cfs Weighted C - .350 .. Adjusted C - .350 . Required Storage ----- - - - - -- .089 ac-ft . I• . I• o O o Q - 206.46 cfe O I. (Allow.Outflow) 0 I. O I NOT TO SCALE 0 O I 46.45 2-1 EL 679.0 � 6 Tao OF DAM e d o d d' d C d C p d G 5 4 17 d . tOO YR WATER £ V 4 E 676.69 .0 d d G . d d 4 . D. 673.1 10 YR W4 TER ELEV. 4 £1. 674.97gp } 1 0. 674.50 Od . d d • d d 4,1 d - d d 4 d p p d- D d d 3 d. A a A Q T a p d a 1.5 d - d - a a Q. NORMAL W.S. Et£V. - 6726' 6" THICK 3000 AS.I CONC. W/ 6X6 WNF B CURTAIN WALLS ON 1.5X3' F0077NO DONNSTREAM END. ZX' ISTING POND HEIR D�'T'41 (NOT TO SCALE) R717 679.00 par Water ZjurfaCe - EL. = 010.0Y 20' - Crest of Dam - FIFV. 6726 Liner to be applied to the entire face of dam This liner shall consist of 2' CH (Clay) material with Liquid Limit > 50, Plasticity > 25 & Permeoblllty = f x 10 -6 cm /s or lower Clay liner shall be benched and compacted in accordance with LOOT Specifications. 6° of Topsoil shall be applied over the cloy liner and seeded. - Edge of Shoulder to C/L EL 680.05 RIW C POINT OF STD. CG -6 FINISHED GRADE 2 CURB & EL. 679.67 CUTTER F- 8 6 2.5 13 13 OLD TRAIL DRM 675.0 fXlSTNVG 17P0UN0 B'XISTING POND CROSS B70TION (NOT TO SCALE) Type.... Mod Rational Graph Page 3.02 Name.... EX AREA TO POND Tag: Dev 2 Event 2 yr Flo.... L•\Land Projects 2007 \02000 -Old Trotl\ 02002\ Calcs\ S7M\ EX IS TiNGUPPEIRBALLARDFiELDPOND.PPW Storm... 2 Yr Tag: Dev 2 MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method Q - CiA * Units Conversion; Where Conversion - 43560 / (12 * 3600) • RETURN FREQUENCY: 2 yr I Allowable Outflow- 8258 cfs • 'C' Adjustment 1.000 I Required Storage: .042 ac -ft * STORM DURATION - Tc for Max.Storoge * --- - ---------------------------- - - - - -* -------------- - - - - - Peak Inflow: * * .HYG File: Dev 2 * To- .7500 hrs I - 1.8000 in/hr Area - 131.120 acres .0 - 83.29 cfs Weighted C - .350 Adjusted C = .350 Required Storage . ----- - - - - -- .042 ac-ft 000 Q- 82.58cfs . O (. (Allow.Outflow) 0 0 1�. NOT TO SCALE O ---------------------- I ------------------------- .7564 hrs T Type.... Mod. Rational Graph Page 3.06 Name.... NEW AREA TO POND Tag: Dev 2 Event 2 yr Flo.... L• \Land Projects 2007 \02000 -Old Trail\ 02002\ Colcs\ STM \EXISTINGUPPERBALLAPMELDPOND •PPW Storm... 2 Yr Tog: Dev 2 MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method I Q - CiA * Units Conversion; Where Conversion - 43560 / (12 * 3600) * RETURN FREQUENCY: 2 yr I Allowable Outflow: 50.02 cfe * 'C' Adjustment 1.000 ( Required Storage: .063 oc -ft « STORM DURATION - Tc for Max.Storoge «------------------------------------------------ i---- ----------- - - - - -« « Peak Inflow: 53.36 cfs « .HYG File- Dev 2 Ell! Te- .2273 hrs I - 3.6380 in/hr Area - 18.900 acres Q - 53.36 cfs Weighted C - .770 Adjusted C - .770 Required Storage ----- - - - - -- .053 ac-ft . I• 000 0 - 50.02cfe 0 1. (Allow.Outflow) 0 o I NOT TO SCALE O o I . --------------- I--------------- - - - - -- --------- i------ ------------------ .7564 hrs T .2415 hrs 1A 4° CONCRETE 2 SID£WAL 2.5 F-6 8--J 2 Type.... Mod. Rational Graph Page 3.03 Name.... EX AREA TO POND Tag: Dev 10 Event 10 yr File.... L• \Land Projects 2007 \02000 -Old Trag\ 02002\ Calcs\ STM\ EXISTINGUPPERBAL LARDFIELDPOND.PPW Storm... 10 Yr Tag: Dev 10 MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method Q - CiA * Units Conversion; Where Conversion - 43560 / (12 * 3600) • RETURN FREQUENCY: 10 yr I Allowable Outflow- 114.70 cfs • 'C' Adjustment 1.000 I Required Storage: .058 ac-ft * -- STORM DURATION = Tc for Max.Storoge *-- - - - - -- ------------------------------------------------- - - - - -* * Peak Inflow. 115.69 do * .HYG Flo: Dev 10 21 Tc- .7500 hrs I - 25000 in/hr Area - 131.120 acres . Q - 115.69 cfe Weighted C - .350 .. Adjusted C - .350 Required Storage ----- - - - - -- •058 ac-ft . I- .. •o o O Q - 114.70 cfs • . O I.. (Allow.Outflow) 0 0 I NOT TO SCALE a 1 sssiiiiiiiii la I --------- - - - - -- - - - - - -- -- .7564 hrs T Type.... Mod Rational Graph Page 3.07 Name.... NEW AREA TO POND Tag: Dev 10 Event 10 yr Flo.... L• \Land Projects 2007 \02000 -Old Troll\ 02002\ Colcs\ STM \EXISTINGUPPERBALLARDFIELDPOND .PPW Storm... 10 Yr Tag: Dev 10 MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method I Q = CiA * Units Conversion; Where Conversion - 43580 / (12 * 3600) * RETURN FREQUENCY: 10 yr I Allowable Outflow- 65.82 cfs * 'C' Adjustment: 1.000 I Required Storage: .056 ac-ft ------------------------------------------- - - - - -- -------------- - - - - -* * Peak Inflow. 56.03 cfe * .HYG Flo: Dev 10 " EF Td = .2500 hrs I Return Freq: 10 yr - - - - -- Approx. Duration for Max. Storage - - - - - -/ C ad j•factor• 1.000 I I Te- .2273 hra 1 I - 4.7360 in/hr I Area - 18.900 acres . Q - 69.50 cfs I Weighted C = .770 •I• I Adjusted C = .770 I Required Storage I I -- .066 ac -ft I Td- .2500 hrs • I I• I I - 4.5000 in/hr xxxxxxxlxxxxxxxxxxx Q- 66.03cfe x I x o Q - 65.82 cfe x o Ix (Allow.Outflow) .x O 1 x O NOT TO SCALE I x .X O sss :asissssa 1 O 1 x -------------------------------------------------- .---I ------------ .2507 hrs T Type.... Tc Calcs Page 2.01 Name.... EX AREA TO POND Tag: POST File.... L\-and Projects 2007 \02000 -Old Trail\ 02002\ Calcs\ STM\ EXISMNGUPPERBALLARDFIELDPOND.PPW TIME OF CONCENTRATION CALCULATOR Segment f1: Tc: User Defined Segment #1 Time: .7500 hre ------------------------------------------------------------------------ sss ssssssssssssasss :i :i :i Total Tc: .7500 hre sssss :ssss:sss:s :sasses :s Type.... To Calcs Page 2.03 Name.... NEW AREA TO POND Tag: POST Flo... L• \Land Projects 2007 \02000 -Old Trail\ 02002\ Colcs\ STM\ EXIS TiNGUPPERBALLARDFIELDPOND.PPW ......................................... ............................... TiME OF CONCENTRATION CALCULATOR ------------------------------------------------------------------------ Segment j11: Tc: User Defined ----------------------- - - - - - Segment -1 Time: - - - --- hrs - -------------------- s ss is ss sss sss sees ss sa :sss Total Ta .2273 ire sssssssssssssssssssssisss General construction notes for Stormwater Management plans 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. Type.... Mod. Rational Gre h Page 3.08 Name.... NEW AREA TO POND Tag: Dev100 Event 100 yr File.... L• \Land Projects 2007 \02000 -Old Trail\ 02002\ Colcs\ STM\ EXISTiNGUPPERBALLARDFIELDPOND.PPW Storm... 100 Yr Tag: Dev100 MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method 1 Q = CIA * Units Conversion; Where Conversion - 43560 / (12 * 3600) * RETURN FREQUENCY: 100 yr 1 Allowable Outflow: 107.94 cfs * 'C' Adjustment 1.000 I Required Storage: .145 ac-ft *--------------------------------------------------------------- - - - - -* * Peak Inflow: 110.06 cfs * .HYG File: Dev100 Q I Td - .2500 hra I Return Freq: 100 yr - - - - - -- Approx. Duration for Max. Storage ------ / C od j,factor• 1.000 I Tc- .2273 hrs 1 I I - 7.7720 in/hr I Area - 18.900 acres I . Q - 114.05 cfe I Weighted C - .770 I •I• I Adjusted C a .770 I •I• I I I Required Storage 1 I -- .145 ac -ft I Td= .2500 hre I I I• I I- 7.5000 in/hr I xxxxxxxlxxxxxxxxxxx Q =110.06cfe I x ( x 1 o Q = 107.94 cfs I x o Ix (Allow.Outflow) 1 x 0 1 x o NOT TO SCALE I x l.x o I----------------------------------------------------- 1------ - - - - -- .2544 hre T � ,TH op Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID - - - - -- -Type Event - - -- - ac-ft Trun - - - -- --- hrs -- -- cfs --- - - ft ac-ft - - -- -- - - - - -- - EX AREA TO POND AREA 2 5.163 .7500 83.29 EX AREA TO POND AREA 10 7.171 .7500 115.69 EX AREA TO POND AREA 100 12.907 .7500 208.23 *EX OUTFALL JCT 2 5.280 1.3100 20.11 *EX OUTFALL JCT 10 7.625 1.2900 3235 •EX OUTFALL JCT 100 14.234 1.2400 71.17 EXISTING PONDIN POND 2 6.165 .7500 83.29 EXISTING PONDIN POND 10 8.534 7500 115.69 EXISTING PONDIN POND 100 15.180 .7500 208.23 EXISTING PONDOUT POND 2 5.280 1.3100 20.11 673.85 5.078 EXISTING PONDOUT POND 10 7.625 1.2900 3235 674.23 6.728 EXISTING PONDOUT POND 100 14.234 1.2400 71.17 875.18 11.083 NEW AREA TO POND AREA 2 1.002 .2273 53.35 NEW AREA TO POND AREA 10 1.363 .2373 66.03 NEW AREA TO POND AREA 100 2.272 .2373 110.06 Type.... Mod. Rational Graph Page 3.04 Name.... EX AREA TO POND Tag: Dev100 Event 100 yr File.... L• \Land Pro�ts 2007 \02000 -Old Trail\ 02002\ Calcs\ STM \EXISTINGUPPERBALLARDFIELDPOND .PPW Storm... 100 Yr Tog: Dev100 MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method I Q - CiA * Units Conversion; Where Conversion - 43560 / (12 * 3600) • RETURN FREQUENCY- 100 yr 1 Allowable Outflow: 206.46 cfs • 'C' Adjustment 1.000 1 Required Storage: .089 oc -ft * STORM DURATION - Tc for Max.Storoge *------------------------------------------- - - - - -i -------------- - - - - -* * Peak Inflow- 208,23 cfe * .HYG Flo: Dr4OO El Tc- .7500 hrs I - 4.5000 in/hr Area - 131.120 acres .0 - 208.23 cfs Weighted C - .350 .. Adjusted C - .350 . Required Storage ----- - - - - -- .089 ac-ft . I• . I• o O o Q - 206.46 cfe O I. (Allow.Outflow) 0 I. O I NOT TO SCALE 0 O I 46.45 2-1 EL 679.0 � 6 Tao OF DAM e d o d d' d C d C p d G 5 4 17 d . tOO YR WATER £ V 4 E 676.69 .0 d d G . d d 4 . D. 673.1 10 YR W4 TER ELEV. 4 £1. 674.97gp } 1 0. 674.50 Od . d d • d d 4,1 d - d d 4 d p p d- D d d 3 d. A a A Q T a p d a 1.5 d - d - a a Q. NORMAL W.S. Et£V. - 6726' 6" THICK 3000 AS.I CONC. W/ 6X6 WNF B CURTAIN WALLS ON 1.5X3' F0077NO DONNSTREAM END. ZX' ISTING POND HEIR D�'T'41 (NOT TO SCALE) R717 679.00 par Water ZjurfaCe - EL. = 010.0Y 20' - Crest of Dam - FIFV. 6726 Liner to be applied to the entire face of dam This liner shall consist of 2' CH (Clay) material with Liquid Limit > 50, Plasticity > 25 & Permeoblllty = f x 10 -6 cm /s or lower Clay liner shall be benched and compacted in accordance with LOOT Specifications. 6° of Topsoil shall be applied over the cloy liner and seeded. - Edge of Shoulder to C/L EL 680.05 RIW C POINT OF STD. CG -6 FINISHED GRADE 2 CURB & EL. 679.67 CUTTER F- 8 6 2.5 13 13 OLD TRAIL DRM 675.0 fXlSTNVG 17P0UN0 B'XISTING POND CROSS B70TION (NOT TO SCALE) Type.... Mod Rational Graph Page 3.02 Name.... EX AREA TO POND Tag: Dev 2 Event 2 yr Flo.... L•\Land Projects 2007 \02000 -Old Trotl\ 02002\ Calcs\ S7M\ EX IS TiNGUPPEIRBALLARDFiELDPOND.PPW Storm... 2 Yr Tag: Dev 2 MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method Q - CiA * Units Conversion; Where Conversion - 43560 / (12 * 3600) • RETURN FREQUENCY: 2 yr I Allowable Outflow- 8258 cfs • 'C' Adjustment 1.000 I Required Storage: .042 ac -ft * STORM DURATION - Tc for Max.Storoge * --- - ---------------------------- - - - - -* -------------- - - - - - Peak Inflow: * * .HYG File: Dev 2 * To- .7500 hrs I - 1.8000 in/hr Area - 131.120 acres .0 - 83.29 cfs Weighted C - .350 Adjusted C = .350 Required Storage . ----- - - - - -- .042 ac-ft 000 Q- 82.58cfs . O (. (Allow.Outflow) 0 0 1�. NOT TO SCALE O ---------------------- I ------------------------- .7564 hrs T Type.... Mod. Rational Graph Page 3.06 Name.... NEW AREA TO POND Tag: Dev 2 Event 2 yr Flo.... L• \Land Projects 2007 \02000 -Old Trail\ 02002\ Colcs\ STM \EXISTINGUPPERBALLAPMELDPOND •PPW Storm... 2 Yr Tog: Dev 2 MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method I Q - CiA * Units Conversion; Where Conversion - 43560 / (12 * 3600) * RETURN FREQUENCY: 2 yr I Allowable Outflow: 50.02 cfe * 'C' Adjustment 1.000 ( Required Storage: .063 oc -ft « STORM DURATION - Tc for Max.Storoge «------------------------------------------------ i---- ----------- - - - - -« « Peak Inflow: 53.36 cfs « .HYG File- Dev 2 Ell! Te- .2273 hrs I - 3.6380 in/hr Area - 18.900 acres Q - 53.36 cfs Weighted C - .770 Adjusted C - .770 Required Storage ----- - - - - -- .053 ac-ft . I• 000 0 - 50.02cfe 0 1. (Allow.Outflow) 0 o I NOT TO SCALE O o I . --------------- I--------------- - - - - -- --------- i------ ------------------ .7564 hrs T .2415 hrs 1A 4° CONCRETE 2 SID£WAL 2.5 F-6 8--J 2 Type.... Mod. Rational Graph Page 3.03 Name.... EX AREA TO POND Tag: Dev 10 Event 10 yr File.... L• \Land Projects 2007 \02000 -Old Trag\ 02002\ Calcs\ STM\ EXISTINGUPPERBAL LARDFIELDPOND.PPW Storm... 10 Yr Tag: Dev 10 MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method Q - CiA * Units Conversion; Where Conversion - 43560 / (12 * 3600) • RETURN FREQUENCY: 10 yr I Allowable Outflow- 114.70 cfs • 'C' Adjustment 1.000 I Required Storage: .058 ac-ft * -- STORM DURATION = Tc for Max.Storoge *-- - - - - -- ------------------------------------------------- - - - - -* * Peak Inflow. 115.69 do * .HYG Flo: Dev 10 21 Tc- .7500 hrs I - 25000 in/hr Area - 131.120 acres . Q - 115.69 cfe Weighted C - .350 .. Adjusted C - .350 Required Storage ----- - - - - -- •058 ac-ft . I- .. •o o O Q - 114.70 cfs • . O I.. (Allow.Outflow) 0 0 I NOT TO SCALE a 1 sssiiiiiiiii la I --------- - - - - -- - - - - - -- -- .7564 hrs T Type.... Mod Rational Graph Page 3.07 Name.... NEW AREA TO POND Tag: Dev 10 Event 10 yr Flo.... L• \Land Projects 2007 \02000 -Old Troll\ 02002\ Colcs\ STM \EXISTINGUPPERBALLARDFIELDPOND .PPW Storm... 10 Yr Tag: Dev 10 MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method I Q = CiA * Units Conversion; Where Conversion - 43580 / (12 * 3600) * RETURN FREQUENCY: 10 yr I Allowable Outflow- 65.82 cfs * 'C' Adjustment: 1.000 I Required Storage: .056 ac-ft ------------------------------------------- - - - - -- -------------- - - - - -* * Peak Inflow. 56.03 cfe * .HYG Flo: Dev 10 " EF Td = .2500 hrs I Return Freq: 10 yr - - - - -- Approx. Duration for Max. Storage - - - - - -/ C ad j•factor• 1.000 I I Te- .2273 hra 1 I - 4.7360 in/hr I Area - 18.900 acres . Q - 69.50 cfs I Weighted C = .770 •I• I Adjusted C = .770 I Required Storage I I -- .066 ac -ft I Td- .2500 hrs • I I• I I - 4.5000 in/hr xxxxxxxlxxxxxxxxxxx Q- 66.03cfe x I x o Q - 65.82 cfe x o Ix (Allow.Outflow) .x O 1 x O NOT TO SCALE I x .X O sss :asissssa 1 O 1 x -------------------------------------------------- .---I ------------ .2507 hrs T Type.... Tc Calcs Page 2.01 Name.... EX AREA TO POND Tag: POST File.... L\-and Projects 2007 \02000 -Old Trail\ 02002\ Calcs\ STM\ EXISMNGUPPERBALLARDFIELDPOND.PPW TIME OF CONCENTRATION CALCULATOR Segment f1: Tc: User Defined Segment #1 Time: .7500 hre ------------------------------------------------------------------------ sss ssssssssssssasss :i :i :i Total Tc: .7500 hre sssss :ssss:sss:s :sasses :s Type.... To Calcs Page 2.03 Name.... NEW AREA TO POND Tag: POST Flo... L• \Land Projects 2007 \02000 -Old Trail\ 02002\ Colcs\ STM\ EXIS TiNGUPPERBALLARDFIELDPOND.PPW ......................................... ............................... TiME OF CONCENTRATION CALCULATOR ------------------------------------------------------------------------ Segment j11: Tc: User Defined ----------------------- - - - - - Segment -1 Time: - - - --- hrs - -------------------- s ss is ss sss sss sees ss sa :sss Total Ta .2273 ire sssssssssssssssssssssisss General construction notes for Stormwater Management plans 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. Type.... Mod. Rational Gre h Page 3.08 Name.... NEW AREA TO POND Tag: Dev100 Event 100 yr File.... L• \Land Projects 2007 \02000 -Old Trail\ 02002\ Colcs\ STM\ EXISTiNGUPPERBALLARDFIELDPOND.PPW Storm... 100 Yr Tag: Dev100 MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method 1 Q = CIA * Units Conversion; Where Conversion - 43560 / (12 * 3600) * RETURN FREQUENCY: 100 yr 1 Allowable Outflow: 107.94 cfs * 'C' Adjustment 1.000 I Required Storage: .145 ac-ft *--------------------------------------------------------------- - - - - -* * Peak Inflow: 110.06 cfs * .HYG File: Dev100 Q I Td - .2500 hra I Return Freq: 100 yr - - - - - -- Approx. Duration for Max. Storage ------ / C od j,factor• 1.000 I Tc- .2273 hrs 1 I I - 7.7720 in/hr I Area - 18.900 acres I . Q - 114.05 cfe I Weighted C - .770 I •I• I Adjusted C a .770 I •I• I I I Required Storage 1 I -- .145 ac -ft I Td= .2500 hre I I I• I I- 7.5000 in/hr I xxxxxxxlxxxxxxxxxxx Q =110.06cfe I x ( x 1 o Q = 107.94 cfs I x o Ix (Allow.Outflow) 1 x 0 1 x o NOT TO SCALE I x l.x o I----------------------------------------------------- 1------ - - - - -- .2544 hre T � ,TH op SCOTT R. COLLINSZO Lie. No. 035791 a �SSIONAL E��ti Z O an a � ZW 0 Z -J Z - O U Z W H W ce 0 W -4 Q N 0 'a PRO 1\ M M � N d' dm- 1 WO (31) N W� Z� L9v 1 �-t Za W U 1 Ulill Isl sss w w JW n° 00 A Z U a L D V) a z� 0 o _o H UJ D P-i♦ o 6 Z U _ v W J w z =z Q U i L" Z a z a- z �c P"'4 L L LL W C o a W 3� 9` C c U ..a. U z0 � L Qo 3 0 a � L J �c } M a W ° a �s LLJ T Jvs H 3,; a Z c we i./ w �L z_ o � c z� w Zµ (n z J J f J 0 ( O, L t 0- o t CL T > 1 2s U < X, a) i ! W v c J µ r W � E .� = U .. a Ln -� JOB NO. 02009 0 SCALE ° N/A SHEET NO. a SWM -2 Q l 1 LEGEND DESCRIPTION OF EROSION & SEDIMENT E EROSION & SEDIMENT CONTROL ROAD CONTROL MEASURES: P MEASURES: � _ EX /STING CULVERT STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE 1 777= CULVERT WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL Q DROP INLET & STRUCTURE NO. PRACTICES USED IN THIS SECTION CONSIST OF THE FOLLOWING: 3.01 SAFETY FENCE.• REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL B CURB A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. REGULATIONS. A AREAS WLL BE MAINTAINED FROM TOPSOIL THAT WLL BE STRIPPED FROM AREAS TO BE GRADED E TO PROHIBIT 774E UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBLIC. THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE I CURB & GUTTER APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO S STABILIZED WITH A 7EMPORARY VEGETA77VE COVER. PERMANENT SEEDING WILL BE PERFORMED FOR A UNSAFE BY VIRTUE OF P07EN77AL ACCESS BY 7HE PUBLIC. THE FINAL INSPECTION. A PROPOSED PAVEMENT ADJACENT AREAS. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR C CEASED. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL F EC -3A DITCH 3.02 C0NS7RUC770N ENTRANCE A STABILIZED PAVED CONSTRUCION ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF BE LEFT DORMANT FOR A YEAR OR MORE. SELEC7701V OF SEED MIXTURE WILL DEPEND ON THE 77ME B FUTURE PIEDMONT RETIREMENT FACILITY /N BLOCK 2. TO THE EAST IS FUTURE UNDEVELOPED RESIDENTIAL VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTON SITE. TO REDUCE THE AMOUNT OF OF YEAR APPLIED. DEPTH OF EC -3A DITCH MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 6» BLOCKS 11 AND 14 TO 7HE SOUTH. OLD 7RAIL DRIVE EXISTS TO THE WEST. CONSTRUCTON ENTRANCES SHALL BE INSTALLED AS SHOWN ON 774E PLANS TO REDUCE 774E TEMPORARY SEEDING WLL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT B EC -2 DITCH AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS FOR MORE THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WITH FAST GERM/NA F NO OFFSITE LAND DISTURBANCE IS PROPOSED. ALL LAND DISTURBANCE IS TO OCCUR WITHIN THE LIMITS OF BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A V 6» DEPTH OF EC -2 DITCH 3.05 SILT FENCE,• A TEMPORARY SEDIMENT BARRIER CONSIS77NG OF A SYNTHETIC FILTER FABRIC STRETCHED DEPEND ON 7HE 77ME OF YEAR APPLIED. C CRITICAL AREAS. - ACROSS AND ATTACHED TO SUPPOR77NG POSTS AND ENTRENCHED, TO INTERCEPT AND DETAIN CONSTRUCTON ENTRANCE-- 7 EARTH DITCH SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN - -~ -�- SOILS' ORDER TO PREVENT SEDIMENT FROM LEAVING THE S 17E, AND TO DECREASE THE VELOCITY OF VEHICULAR INGRESS AND EGRESS ON A CONS7RUCION SITE. TO REDUCE THE AMOUNT OF MUD S DRIVEWAY CULVERT SHEET FLOWS AND LOW-710-MODERATE LEVEL CHANNEL FLOWS. THE SILT FENCE BARRIERS TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. N NARRATIVE. SHALL BE INSTALLED DOWN SLOPE OF AREAS W7H MINIMAL GRADES TO FILTER SEDIMENT CONSTRUCTON ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE S BENCH MARK LADEN RUNOFF FROM SHEET FLOW AS /ND/CA7E0. THEY SHALL BE INSPECTED IMMEDIATELY AMOUNT SEDIMENT TRANSPOR70 ONTO PUBLIC ROADWAYS 1 1. N077FY ALBEMARLE COUNTY TO SCHEDULE A PRE- CONSTRUC770N MEE77NG AS REQUIRED. THIS ESC PLAN AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE WITH 7HE VIRGINIA EROSION & SILT FENCE- R RELIES ON SEDIMENT TRAPPING MEASURES OF 07HER OLD TRAIL ESC PLANS. IN PHASE / OF THE ESC PLAN, SEDIMENT CONTROL HANDBOOK (VESCH) A TEMPORARY SEDIMENT BARRIER CONS/SING OF A SYNTNETC FILTER FABRIC STRETCHED ACROSS L CLEARING LIMITS ES -9: 774E CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES A AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. TO INTERCEPT AND DETAIN SMALL P STANDARD STOP SIGN 3.07 STORM DRAIN INLET PROTECION: J.07 A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCnON OPERA77ONS IN ORDER TO S STRUCTURES ARE INSTALLED IN PHASE 2, CONSTRUC770N RUNOFF WILL BE DIRECTED TO SEDIMENT BASIN 1 INLET OR CURB INLET TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS - - - - 200- - - - EXISTING CONTOUR PRIOR TO PERMANENT STABILIZATION OF 7HE DISTURBED AREA. INLET PR07EC77ON APPLIES LOW -TO- MODERATE LEVEL CHANNEL FLOWS 7HE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN F FOR BLOCK 4 IS TERMINATED. BEFORE E WHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL PERMANENT 200 PROPOSED CONTOUR STABILIZA77ON OF THE CORRESPONDING DISTURBED DRAINAGE AREA. 240.55 PROPOSED SPOT ELEVA NON 3.09 TEMPORARY DIVERSION DIKE, A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT 7HE TOP OR BASE OF A SLOPING ACCORDANCE WITH 7HE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). E 18C DENOTES TOP ACK OF CURB DISTURBED AREA. TO DIVERT STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM PERMANENT STABILIZAION: P TAB DENOTES TOP OF BOX UNPROTECTED D/S7URBED AREAS AND SLOPES TO A STABILIZED OUTLET TO DIVERT THE ESTABLISHMENT OF PERENNIAL VEGETA77VE COVER ON D /S7URSED AREAS BY PLAN77NO SEED. T THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, 774E ROAD SHALL SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT- TRAPPING FACILITY SUCH TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM D1S57URBED AREAS. TO PERMANENTLY B BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY AS A SEDIMENT TRAP OR SEDIMENT BASIN. USE WHEREVER STORMWATER RUNOFF MUST BE STABILIZE DISTURBED AREAS IN A MANNER THAT 1S ECONOMICAL, ADAPTABLE TO S17E CONDITIONS S CONTROL *HANDBOOK R Y �IFE EROSION CONTROL SPEC( CANON NUMBER SITE DURING CONS7RUCnON. THESE SI TRUC7URES GENERALL HAVE EXPECTANCY ANCY OF18 HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF CONSTRUCION ACIV/IES ALL 4 * MONTHS OR LESS, WHICH CAN BE PROLONGED WTH PROPER MAINTENANCE. AREAS WILL RECEIVE A PERMANENT VEGETAIVE COVER. I STRAW BAIL BARRIER 3.04 J. 12 DIVERSION: TEMPORARY SEEDING. B BE CONSTRUCTED AS A FIRST STEP WIN ANY LAND DISTURBANCE AC77WTY AND SHALL BE MADE A CHANNEL CONSTRUCTED ACROSS A SLOPE W7H A SUPPORTING EARTHEN RIDGE ON THE 08 TEMPORARY DIVERSION DIKE 3.09 LOWER SIDE. TO REDUCE SLOPE LENGTH AND TO INTERCEPT AND DIVERT STORMWATER APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SEDIMENTAION BY R 5. IN C RUNOFF TO STABILIZED OUTLETS AT NON - EROSIVE VELOCITIES APPLIES WHERE RUNOFF FROM STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF 6 6. ONCE ALL THE EROS /ON CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON THE EROSION CONTROL PLAN AREAS OF HIGHER ELEVA77ON MAY DAMAGE PROPERTY, CAUSE EROSION, OR INTERFERE WITH ST 4N oo TEMPORARY SEDIMENT TRAP 3.13 7HE ESTABLISHMENT OF VEGETA77ON ON LOWER AREAS, WHERE SURFACE AND /OR SHALLOW OFF -SI7F AREAS, AND TO'PROVIDE PR07EC7701V TO BARE SOILS EXPOSED DURING CONS7RUC770N G GRADING OPERATIONS STABILIZA77ON MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS SUBSURFACE FLOW IS DAMAGING SLOPING UPLAND, AND WHERE 774E SLOPE LENGTH NEEDS TO SB ® SEDIMENT BASIN 3.14 BE REDUCED TO MINIMIZE SOIL LOSS. 0 --�- INLET PR07EC77ON 3.07 3.13 7EMPORARY SEDIMENT TRAP. A TEMPORARY POND/NG AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WTH A n & PERMANENT OR TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN STONE OUTLET. TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG OSF SILT FENCE 3.05 ENOUGH TO ALLOW THE MAJORITY OF 7HE SEDIMENT TO SETTLE OUT. USE BELOW DISTURBED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE S SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE AREA IS LESS THAN 3 ACRES, WHERE 7HE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS~ TRAFFIC SAFETY R REMAIN DORMANT (UNDISTURBED) FOR LONGER 7HAN 30 DAYS PERMANENT STABILIZA77ON SHALL BE SEDIMENT TRAP WILL BE USED NO LONGER THAN 18 MONTHS, AND IT MAY BE CONSTRUCTED CE �� CONSTRUCTION ENTRANCE 3.02 EITHER INDEPENDENTLY OR IN CONJUNCTION W7H A TEMPORARY DIVERS /ON DIKE. Gs� CD ' O CHECK DAM 3.20 I14 T04PORARY SEDIMENT BASIN, A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWAY. DUST CONTROL MEASURES SHALL BE EMPLOYED 70 PREVENT' SURFACE AND A/R MOVEMENT OF 9 CONTROL PLAN. INSTALL STORM SEWER FOR 174E PROJECT, USING INTERMEDIATE INLET PR07FC77ON TO - 'DRY" STORAGE TO DETAIL SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS /N "WET" AND D FD 8 TEMPORARY FILL DIVERSION 3.10 LONG ENOUGH FOR 7HE MAJORITY OF THE SEDIMENT TO SETTLE OUT APPLIES BELOW DISTURBED AREAS WHERE 7HE TOTAL COIVIRIBU77NG DRAINAGE AREA IS EQUAL TO OR TEMPORARY DIVERSION DIKE.• 1 10. FINE GRADE, INSTALL CURB & GUTTER, INSTALL SIDEWALKS, SEED AND FER77LIZED THE DENUDED AREAS. GREATER THAN THREE ACRES THERE MUST BE SUFFICIENT SPACE AND APPROPRIATE A RIDGE OF COMPACTED SOIL CONSTRUCTED AT 774E TOP OR BASE OF A SLOPING DISTURBED AREA I INSTALL INLETS AND INSTALL INLET PR07ECNON AS SHOWN ON THE PLANS TOPOGRAPHY FOR THE CONSTRUCTION OF A TEMPORARY IMPOUNDMENT. DV DIVERSION 3.12 3.18 OUTLET PROTECTION: OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM 1 12. ONCE THE S17E IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED EFFECnvE LIVE IS 18 MONTHS T THE EROSION CONTROL MEASURES NO ITEM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE AT THE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS. TO PREVENT SCOUR AT PS PS PERMANENT SEEDING 3.32 STORMWATER OUTLETS TO PR07ECT THE OUTLET STRUCTURE, AND TO MINIMIZE THE POTENTIAL SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE 7HE C 12. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE WRG/N /A EROSION AND SEDIMENT FOR DOWNSTREAM EROSION BY REDUCING 7HE VELOCITY AND ENERGY OF CONCENTRATED CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY 774E LOCAL PROGRAM ADMINISTRATOR IN STORMWATER FLOWS. APPLICABLE TO THE OUTLETS OF ALL PIPES AND ENGINEERED CHANNEL e TO TOPSOILING 3.30 SECTIONS O 13. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WTH/N 30 DAYS AFTER CULVERT INLET PR07EC77ON 3.08 3.19 R /PRAP. A PERMANENT, EROSION - RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH FINAL S 17E STABILIZA77ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS EQUIPMENT SHALL BE LIMITED TO 774E HOURS OF 7•OOAM TO 9.00PM. S STORM DRAIN INLET PROTECnON. O FILTER FABRIC OR GRANULAR UNDERLINING. TO PR07ECT THE SOIL FROM THE EROSIVE 15. BORROW, FILL OR W4S7F AC77WTY SHALL BE CONDUCTED IN A SAFE MANNER T THE lNSTALLAIION OF VARIOUS KINDS OF SEDIMENT ]RAPPING MEASURES AROUND DROP INLETS OR S FORCES OF CONCENTRATED RUNOFF, SLOW THE VELOCITY OF CONCENTRATED RUNOFF WHILE THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO C CURB INLET STRUCTURES PRIOR TO PERMANENT STABILIZATION OF 774E DISTURBED AREA; LIMITED TO S ENHANCING THE POTENTIAL FOR INFILTRATION, AND 70 STABILIZE SLOPES WTH SEEPAGE DC DC DUST CON7ROL 3.39 PROBLEMS, AND /OR NON-COHESIVE SOILS USE WHEREVER SOIL AND WATER /N7E'RFACE AND 16. 774E DEVELOPER SHALL RESERVE THEE RIGHT TO INSTALL, MAINTAIN, REMOVE OR C CONCENTRATED STORMWAIER FLOWS 774E SOIL CONDITIONS, WATER TURBULENCE ANO VELOCITY, EXPECTED VEGETATIVE COVER, ETC., a I - ::3 TEMPORARY SLOPE DRAIN 3.15 ARE SUCH THAT THE SOIL MAY ERODE UNDER THE DESIGN FLOW CONDITIONS 3.20 ROCK CHECK DAMS- APPLICABLE ALL EROSION CONTROL UEASURES REQUIRED BY THIS PLAN A A SMALL POND/NG AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE SMALL TEMPORARY STONE DAMS CONSTRUCTED ACROSS A SWALE OR DRAINAGE DITCH. TO SA SAFETY FENCE 3.01 REDUCE THE VELOCITY OF CONCENTRATED STORMWA7ER FLOWS 7HEREBY REDUCING EROSION OF 774E SWALE OR DITCH. THIS PRAC77CE ALSO TRAPS SEDIMENT GENERATED FROM ADJACENT THE PROPERTY. A AREAS FOR ENOUGH THE 710 ALLOW MOST TO 774E SUSPENDED SOLIDS TO SETTLE OUT MAXIMUM AREAS OR 7HE DITCH I TSELF, MAINLY BY PONDING OF THE STORMWA TER RUNOFF. THIS SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO T EFFEC77VE LIFE IS 18 MONTHS PRACTICE, U77LIZING A COMBINATION OF S70NE SIZES IS LIM17ED TO USE IN SMALL OPEN R® TEMPORARY RIGHT -OF -WAY 3.11 CHANNELS WHICH DRAIN 10 ACRES OR LESS F ANNUAL RYE OR MAY THROUGIH RYE, OR IN MARCH AND APRIL TO CONSIST 0 , F D/ VERSION SEEDED WITH FAST GERMINA 17NG TEMPORARY VEGETA T/ON IMMEDIATELY FOLLOWING GRADING. TABLE 3.31 -A LIMING REQUIREMENTS FOR TEMPORARY SFM Recommended Application PH Test of Acziculn" Limestone below 42 3 tons per acre 4.2 to 5.2 2 tons per acre 52 to 6 1 ton per acre TABLE 3.31 -B ACCEPTABLE TEMPORARY SEROING PLANT MATERLUS 'QUICK REFERENCE FOR ALL REGIOW Rate Phutiwt.lhm st Q4u.1mo) Sept. 1 - Febh 15 50/50 Mix of Annual Ryegram Qglium muhi-ftmW & SO - 100 Cereal (Winter) Rye Feb. 16 - Apr. 30 Anm W Ryelm 60-100 AmbLAMW May I - Aug 31 German uldlet 50 (set" i} Source: Va. DSWC EROSION CONTROL NOTES D DESCRIPTION OF EROSION & SEDIMENT E EROSION CONTROL NOTES & NARRATIVE ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION C CONTROL MEASURES: P PURPOSE.' AND SEDIMENT CONTROL PRACTICES WILL BE CONSNRUCTED AND E EROSION AND SEDIMENT CONTROL MEASURES. T THE PURPOSE OF THIS LAND DISTURBING ACTIVITY IS TO CONSTRUCT THE ROADS, ALLEYS AND UTILITIES TO MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF I IT IS AN77CI PATED TO USE CONS 7RUC77ON ENTRANCES, DI VERSION DIKES, EXISTING SEDIMENT BASINS, S SERVE BLOCK 4 AT OLD TRAIL VILLAGE. INFRASTRUCTURE WILL 77E -IN WITH EX /STING FACILITIES AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA A AND SILT FENCES WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL F FACIL177ES CURRENTLY UNDER CONSTRUCTION FOR BLOCKS 1 AND 2, TO 774E NORTH OF THIS SITE THE TOTAL REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL B BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE ACTV/nES. TEMPORARY STOCKPILE A AREA TO BE DISTURBED WITH THIS PHASE OF DEVELOPMENT IS 10.49 ACRES. REGULATIONS. A AREAS WLL BE MAINTAINED FROM TOPSOIL THAT WLL BE STRIPPED FROM AREAS TO BE GRADED E EXIS77NG S17E COND 171ONS.- THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE I AND STORED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE ON S/1'E AND SHALL BE T THIS SITE CONS /STS OF AN OPEN GRASS FIELD WTI•,+ NO VEGETATION. BLOCK 4 IS NEARLY LEVEL. THE S17E COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO S STABILIZED WITH A 7EMPORARY VEGETA77VE COVER. PERMANENT SEEDING WILL BE PERFORMED FOR A IS LOCATED ON THE EAST SIDE OF OLD TRAIL DRIVE. BLOCK 4 DRAINS TO L/CKINGHOLE CREEK. THE FINAL INSPECTION. A ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND WHERE CONSTRUCTION AC77VI77ES HAVE T ADJACENT AREAS. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR C CEASED. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL F THIS SITE IS BORDERED TO 774E NORTH BY THE EXIS77NG MIXED -USE VILLAGE CENTER IN BLOCK 1 AND 774E TO OR AS THE FIRST STEP IN CLEARING B BE LEFT DORMANT FOR A YEAR OR MORE. SELEC7701V OF SEED MIXTURE WILL DEPEND ON THE 77ME B FUTURE PIEDMONT RETIREMENT FACILITY /N BLOCK 2. TO THE EAST IS FUTURE UNDEVELOPED RESIDENTIAL ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL O OF YEAR APPLIED. BLOCKS. RESIDENTIAL AND MIXED -USE DEVELOPMENTS ARE AN77CIPATE-D /N THE FUTURE DEVELOPMENT OF BE MAINTAINED ON 774E SITE AT ALL TIMES, T BLOCKS 11 AND 14 TO 7HE SOUTH. OLD 7RAIL DRIVE EXISTS TO THE WEST. ES -5: PRIOR TO COMMENCING LAND DISTURBING AC77W77ES IN AREAS 07HER THAN F TEMPORARY SEEDING WLL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT B OFFS17E LAND DISTURBANCE.' INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE N FOR MORE THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WITH FAST GERM/NA F NO OFFSITE LAND DISTURBANCE IS PROPOSED. ALL LAND DISTURBANCE IS TO OCCUR WITHIN THE LIMITS OF BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A V VEGETATON IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS SELEC77ON OF SEED MIXTURE WILL D DISTURBANCE AS SHOWN. SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND D DEPEND ON 7HE 77ME OF YEAR APPLIED. C CRITICAL AREAS. - APPROVAL BY THE PLAN APPROVING AUTHORITY. C CONSTRUCTON ENTRANCE-- 7 77HERE ARE NO CRITICAL AREAS LOCATED W77-I/N THE PROJECT LIMITS. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR /NSTALLA77ON OF ANY ADDITIONAL A A STABILIZED PAVED CONSTRUCnON ENTRANCE W7H A WASH RACK LOCATED AT POINTS OF S SOILS' EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND V VEHICULAR INGRESS AND EGRESS ON A CONS7RUCION SITE. TO REDUCE THE AMOUNT OF MUD S SOILS MAP IS INCORPORATED INTO THE EROSION CONTROL PLANS WIN SOILS DATA INCLUDED WITH THIS SEDIMENTATION AS DETERMINED BY 7HE PLAN APPROVING AUTHORITY. T TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. N NARRATIVE. ES-7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL C CONSTRUCTON ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE S SEQUENCE OF CONSTRUC770N. MEASURES AT ALL 77YES DURING LAND DISTURBING ACTIVITIES AND DURING A AMOUNT SEDIMENT TRANSPOR70 ONTO PUBLIC ROADWAYS 1 1. N077FY ALBEMARLE COUNTY TO SCHEDULE A PRE- CONSTRUC770N MEE77NG AS REQUIRED. THIS ESC PLAN , S SILT FENCE- R RELIES ON SEDIMENT TRAPPING MEASURES OF 07HER OLD TRAIL ESC PLANS. IN PHASE / OF THE ESC PLAN, APPROVFD WATER FILTERING DEVICE A A TEMPORARY SEDIMENT BARRIER CONS/SING OF A SYNTNETC FILTER FABRIC STRETCHED ACROSS L DISTURBED AREA WILL R - ES -9: 774E CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES A AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. TO INTERCEPT AND DETAIN SMALL P PLANS) AND SEDIMENT BASIN 2 APPROVED IN W°0- 2010 -00075 (BLOCK 13A). WHEN THE STORMSEWER PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. A AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCnON OPERA77ONS IN ORDER TO S STRUCTURES ARE INSTALLED IN PHASE 2, CONSTRUC770N RUNOFF WILL BE DIRECTED TO SEDIMENT BASIN 1 ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS P PREVENT SEDIMENT FROM LEAVING THE SITE. TO DECREASE 774E VELOCITY OF SHEET FLOWS AND A APPROVED IN W'0- 2008- 00014(BLOCK 3). THESE PLANS MUST REMAIN ACTIVE UN77L 774E GRADING PERMIT OF 7HE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. L LOW -TO- MODERATE LEVEL CHANNEL FLOWS 7HE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN F FOR BLOCK 4 IS TERMINATED. EROSION CONTROL NOTES A SLOPE OF AREAS WITH MINIMAL QRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS 2 2. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING 774E CONSTRUCION PROCESS WITHOUT THE 1. 774E PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PR /OR TO 774E J lND/CA7ED. THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN APPROVAL FROM 774E INSPECTOR ON THE PROJECT. PRE - CONSTRUCTION CONFERENCE, ONIE WEEK PRIOR TO 774E COMMENCEMENT OF A ACCORDANCE WITH 7HE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). E ENTRANCES TO BE INSTALLED WHERE CONSTRUC7ION VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS, LAND DISTURBING ACTIVITY, AND ONE' WEEK PRIOR TO THE FINAL INSPECTION. P PERMANENT STABILIZAION: P PROVISIONS SHALL BE MADE TO MINIMIZE 774E TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO 2ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND T THE ESTABLISHMENT OF PERENNIAL VEGETA77VE COVER ON D /S7URSED AREAS BY PLAN77NO SEED. T THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, 774E ROAD SHALL MAINTAINED ACCORDING TO MINIMUM :STANDARDS AND SPECIFICATONS OF THE T TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM D1S57URBED AREAS. TO PERMANENTLY B BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY VIRGINIA EROSION AND SEDIMENT CONf7ROL HANDBOOK AND VIRGINIA REGULAT70NS S STABILIZE DISTURBED AREAS IN A MANNER THAT 1S ECONOMICAL, ADAPTABLE TO S17E CONDITIONS S SHOVELING OR SWEEPING AND TRANSPOR77NG TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING VR 625 -02 -00 EROSION AND SEDIMEINT CONTROL REGULATIONS A AND ALLOWS SELEC7701V OF 774E MOST APPROPRIATE PLANT M'ATE'RIALS TO IMPROVE WILDLIFE S SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. OR AS THE FIRST STEP IN CLEARING. A HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF CONSTRUCION ACIV/IES ALL 4 4. INSTALL THE IN/NAL CONSTRUCTION MEASURES AS SHOWN ON THE EROS /ON CONTROL SHEET. THIS 4.A COPY OF 'THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE AREAS WILL RECEIVE A PERMANENT VEGETAIVE COVER. I INCLUDES SILT FENCE AND TEMPORARY DIVERSION DIKES MEASURES INTENDED TO TRAP SEDIMENT SHALL MAINTAINED ON THE SITE AT ALL TIMES. T TEMPORARY SEEDING. B BE CONSTRUCTED AS A FIRST STEP WIN ANY LAND DISTURBANCE AC77WTY AND SHALL BE MADE 5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN T THE ESTABLISHMENT OF A 7EMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING *17TH 5 FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED T0, OFF -SITE BORROW A APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SEDIMENTAION BY R 5. IN C OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION S STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF 6 6. ONCE ALL THE EROS /ON CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON THE EROSION CONTROL PLAN CONTROL PLAN TO 174E OWNER FOR REVIEW AND APPROVAL BY THE PLAN M MORE THAN 30 DAYS TO REDUCE DAMAGE FROM SEDIMENT ,AND RUNOFF TO DOW11S7REAM OR A AND THE INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES, 774E CONTRACTOR CAN BEGIN APPROVING AUTHORITY. O OFF -SI7F AREAS, AND TO'PROVIDE PR07EC7701V TO BARE SOILS EXPOSED DURING CONS7RUC770N G GRADING OPERATIONS STABILIZA77ON MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND D UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. D DAMS, DIKES, AND DIVERSIONS /MMEDIA TEL Y AFTER INSTALLA NON. SEDIMENTATION AS DETERMINED THE PLAN APPROVING AUTHORITY & DUST CONTROL: 7 7. ROUGH GRADE THE S17F TO 774E CONTOURS SHOW7V ON THE PHASE H EROSION CONTROL PLAN. 7. n & PERMANENT OR TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN MEASURES AT ALL LAMES DURING LAND DISTURBING AC77W77ES AND DURING S17F C CONSTRUCTION AC77 VI77ES D DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE TEMPORARY SOIL STABILIZATION DEVELOPMENT UNTIL FINAL STABIL /ZAPON IS ACHIEVED. T TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE S SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL &DURING DEWATERING OPERATIONS, WAI TER WILL BE PUMPED INTO AN APPROVED T THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS~ TRAFFIC SAFETY R REMAIN DORMANT (UNDISTURBED) FOR LONGER 7HAN 30 DAYS PERMANENT STABILIZA77ON SHALL BE FILTERING DEVICE. P PROBLEMS OR HARM ANIMAL OR PLANT LIFE. P PLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES D 9. GRADE OUT THE REMAINDER OF THE S17E AND GRADE THE ROADS AS SHOWN ON THE PHASE Il EROS /ON PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY C DUST CONTROL MEASURES SHALL BE EMPLOYED 70 PREVENT' SURFACE AND A/R MOVEMENT OF 9 CONTROL PLAN. INSTALL STORM SEWER FOR 174E PROJECT, USING INTERMEDIATE INLET PR07FC77ON TO NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFEC77VENESS OF 714E D DUST DURING CONSTRUCION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH 774E VESCH. P PROTECT THE END OF THE PIPES INSTALL OUTLET PROTECTION AS SHOWN ON THE PLANS. EROS /ON CONTROL DEVICES SHALL BE MADE IMMEDIATELY. T TEMPORARY DIVERSION DIKE.• 1 10. FINE GRADE, INSTALL CURB & GUTTER, INSTALL SIDEWALKS, SEED AND FER77LIZED THE DENUDED AREAS. 10. ALL FILL MA7ERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW A A RIDGE OF COMPACTED SOIL CONSTRUCTED AT 774E TOP OR BASE OF A SLOPING DISTURBED AREA I INSTALL INLETS AND INSTALL INLET PR07ECNON AS SHOWN ON THE PLANS AREA. W WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM UNPROTECTED .SLOPES AND TO A STABILIZED OUTLET, 1 11. INSTALL STONE BASE AND PAVE PARKING LOTS AND ROADS 11. ALL WASTE MA7E'R/ALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH O OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM 1 12. ONCE THE S17E IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE FILL SHALL BE INERT MATERIALS ONL Y, FREE OF ROOTS, S7UMPS, WOOD, RUBBISH, E EFFECnvE LIVE IS 18 MONTHS T THE EROSION CONTROL MEASURES NO ITEM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE AND 07HER DEBRIS S ROCK CHECK DAMS 1 STABILIZED AND 774E INSPECTOR GIVES PERMISSION. 12 BORROW OR WASTE AREAS ARE TO BE RECLAIMED WTH/N 7 DAYS OF R SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE 7HE C 12. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE WRG/N /A EROSION AND SEDIMENT COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. S CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY 774E LOCAL PROGRAM ADMINISTRATOR IN 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WIN SECTION V VELOCITY OF CONCENTRATED FLOWS REDUCING EROSION OF 771E SWALE OR DITCH. LIMITED TO USE A ACCORDANCE WTH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 13 -301 OF 774E CODE OF ALBEMARLE. I IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS,• SHOULD NOT BE USED IN LIVE 1 13. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WTH/N 30 DAYS AFTER 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER S STREAMS F FINAL S 17E STABILIZA77ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS EQUIPMENT SHALL BE LIMITED TO 774E HOURS OF 7•OOAM TO 9.00PM. S STORM DRAIN INLET PROTECnON. O OTHERWSE AUTHORIZED BY 774E LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED 15. BORROW, FILL OR W4S7F AC77WTY SHALL BE CONDUCTED IN A SAFE MANNER T THE lNSTALLAIION OF VARIOUS KINDS OF SEDIMENT ]RAPPING MEASURES AROUND DROP INLETS OR S SOIL AREAS RESULTING FROM 774E DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO C CURB INLET STRUCTURES PRIOR TO PERMANENT STABILIZATION OF 774E DISTURBED AREA; LIMITED TO S STABILIZED TO PREVENT FURTHER EROSION AND SED /MENT4770N. DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. . DRAINAGE AREAS NOT EXCEEDING ONE ACRE, AND NOT INTENDED 70 CONTROL LARGE, . 16. 774E DEVELOPER SHALL RESERVE THEE RIGHT TO INSTALL, MAINTAIN, REMOVE OR C CONCENTRATED STORMWAIER FLOWS CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE T TEMPORARY SEDIMENT TRAP,• APPLICABLE ALL EROSION CONTROL UEASURES REQUIRED BY THIS PLAN A A SMALL POND/NG AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE REGARDLESS OF 774E SALE OF ANY L.OT, UNIT, BUILDING OR OTHER PORTION OF O OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED THE PROPERTY. A AREAS FOR ENOUGH THE 710 ALLOW MOST TO 774E SUSPENDED SOLIDS TO SETTLE OUT MAXIMUM SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO T EFFEC77VE LIFE IS 18 MONTHS TEMPORARY SEEDING: FEBRUARY TO CONSIST A 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER A TEMPORARY BARRIER OR DAM WTH CONTROLLED STORMWATER RELEASE STRUCTURES WHICH IS A ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE F ANNUAL RYE OR MAY THROUGIH RYE, OR IN MARCH AND APRIL TO CONSIST 0 , F FORMED BY CONS7RUCTNG AN EMBANKMENT OF COMPACTED SOIL ACROSS ADRA/NAGEWAY. IT /s S SEEDED WITH FAST GERMINA 17NG TEMPORARY VEGETA T/ON IMMEDIATELY FOLLOWING GRADING. BOLBS1100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY 7HE COUNTY U USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GRE47ER FOR D SELECTION OF 774E SEED MIXTURE WILL DEPEND ON THE 77ME OF YEAR AND WILL BE APPLIED TO EROSION CONTROL INSPECTOR. E ENOUGH LAME 70 ALLOW MOST OF 774E SUSPENDED SOLIDS 70 SETTLE OUT IT CAN BE S DISTURBED ARES THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. 3.31 TEMPORARY SEEDING: 18. PERMANENT STABILIZATION SHALL BIE LIME AND FERTILIZER, PERMANENT SEEDING, CONS7RUC7E'O ONLY WHERE 7HERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY MAXIMUM PLANTS Ht L A ROPRIAIE TO THE SEASON AND S/TE CONDITIONS FROM TABLES THE ESTABLISHMENT OF A 7EMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT EFFECTIVE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED 3.31B AND 3.310. N07F THAT TABLE 3.31B PRESENTS PLANTS WHICH CAN BE USED WITHOUT W7H APPROPRIATE RAPIDLY GROWNG ANNUAL PLANTS TO REDUCE EROSION AND 90LBS 11000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER PROFESSIONAL. EXTENSIVE EVALUA77ON OF S17E CONDITIONS; TABLE 3.31C PRESENTS MORE IN -DEPTH INFORMATION SED/MENTA71ON BY STAB/UZ/NG DISTURBED AREAS ]THAT WILL NOT BE BROUGHT TO FINAL SHALL BE APPLIED AT 1000LBSIACRIE AND CONSIST OF A 10 -20 -10 NUTRIENT OUTLET PROTEcnone ON THE PLANT MATERIALS. GRADE FOR A WVS7R OF MORE THAN 30 DAYS TO REDUCE DAMAGE FROM SEDIMENT AND MIX. PERMANENT SEEDING SHALL BE ,APPLIED AT 180LBS /ACRE AND CONSIST OF TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO GERMINATE AND GROW. RUNOFF TO DOWNSTREAM � OFF -SITE AREAS, AND TO PROVIDE PR07EC77ON TO BARE SOILS 774E INSTALLATION OF RIPRAP CHANNEL SECnONS AND /OR BILLING BASINS BELOW STORM DRAIN EXPOSED DURING CONSTRUCTION UN71L PERMANENT VEGETA77ON OR OTHER EROSION CONTROL 95X KENTUCKY 31 OR TALL FESCUE ,AND 0 -5X PERENNIAL RYEGRASS OR OUTLETS TO REDUCE EROSION AND UNDER- CUT77VG FROM SCOURING AT OUTLETS AND TO REDUCE SEEDBED PREPARATION IS ESSENTIAL. MEASURES CAN BE ESTABLISHED. KENTUCKY BLUEGRASS. STRAW MULCHH IS TO BE APPLIED AT 80LBS1100SF. AN EVALUA77ON SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPORARY ALTERNATIVES ARE SUBJECT TO APPRROVED BY THE COUNTY EROSION CONTROL FLOW VELOCIIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. AN TABLE 3.31A MAY BE USED TO DETERMINE THE ACTUAL NEED ALONG WITH SUGGESTED CULVERT INLET PRO1E'CTON: 3.32 PERMANENT STABILIZA ION: INSPECTOR. APPLICA 77ON RA TES' THE ESTABLISHMENT OF PERENNIAL VEGETA7VE COVER ON DISTURBED AREAS BY PLANING 19. MAINTENANCE- ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH A SEDIMENT FILTER LOCATED AT 7HE INLET TO STORM SEWER CULVERTS WHICH PREVENTS SEDIMENT FER77LIZER SHALL BE APPLIED AS 600 LBS ACRE OF 10 -20 -10 14 LBS 1,000 SQ. FT. OR SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE FROM ENTERING, ACCUMULA77NG IN AND BEING TRANSFERRED BY THE CULVERT. IT ALSO PROVIDES PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO REPAIR IMMEDIATELY. SILT TRAPS ARLE TO BE CLEANED WHEN 5OX OF THE WET EROSION CONTROL AT CULVERTS DURING 774E PHASE OF A PROJECT WHERE ELEVAnONS AND EQUIVALENT NUTRIENTS LIME AND FER77LIZER SHALL BE INCORPORATED NTO THE TOP 2 TO 4 SITE CONDIIONS AND ALLOWS SELEC77ON OF THE MOST APPROPRIATE PLANT MATERIALS TO INCHES OF 774E SOIL IF POSSIBLE. IMPROVE WILDLIFE HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLEION OF STORAGE VOLUME /S FILLED WITH SEmIMENT. ALL SEEDED AREAS ARE TO BE DRAINAGE PATTERNS ARE CHANGING, CAUSING ORIGINAL CONTROL MEASURES TO BE INEFFECTIVE: CONSTRUCTION ACnABI TA ALL AREAS WILL RECEIVE A PERMANENT VEGETA77VE COVER. RESEEDED WHEN NECESSARY TO ACHIIEVE A GOOD STAND OF GRASS. SILT FENCE SAFETY FENCE. IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER ROUGHENING IS AND DIVERSION DYKES WHICH ARE CCOLLEC77NG SEDIMENT TO HALF THEIR HEIGHT A PR07E-C77VE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR HARDENED, THE SOIL SHALL BE LOOSENED MUST BE CLEANED AND REPAIRED IMMEDIATELY. BY DISC /NG, RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS. TRACKING WITH BULLDOZER 3.35 MULCHING: MEASURE. APPLICA7101V OF PLANT RESIDUES OR 077HE7R SUITABLE MATERIALS TO 774E SOIL SURFACE. TO 20.ALL TEMPORARY EROSION AND SEDIIMENT CONTROL MEASURES ARE TO BE CLEATS IS MOST EFFECTIVE ON SANDY SO /LS 774 /S PRACTICE OFTEN CAUSES UNDUE COMPACTION OF PREVENT EROSION BY PR07EC77NG 774E SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING REMOVED WHIN 30 DAYS OF FINAL S17E STABILIZATION, WHEN MEASURES ARE PERMANENT STABILIZA77 011I THE SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS THE VELOCITY OF OVERLAND FLOW. TO FOSTER ME GROWTH OF VEGETATION BY INCREASING NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS AVAILABLE MOISTURE AND PROVIDING /NSULA7101V AGAINST EXTREME HEAT AND COLD. AREAS INSPECTOR. EFFECTIVELY AS OTHER METHODS OF SURFACE ROUGHEN /LAG. PER 774E PERMANENT STABILIZA77ON 17074 OF THIS EROSION &SEDIMENT WHICH HAVE BEEN PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLL0WNG 21.7HIS PLAN SHALL BE VOID IF 774E OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, DRILL, CUL77PACKER SEEDER OR SEEDING. AREAS WHICH CANNOT BE SEEDED BECAUSE OF 774E SEASON SHOULD BE MULCHED YEAR OF THE DATE OF APPROVAL. (*VA TER PROTECTION ORDINANCE SECTION CONTROL NARRA77VE., HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE 77-IAN 1j INCHES DEEP. SMALL SEEDS USING ORGANIC MULCH. MULCH MAY BE USED TOGETHER WIN PLAN77NGS OF TREES, SHRUBS 17- 204G.) AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE ' OR CERTAIN GROUND COVERS WHICH DO NOT PROVIDE ADEQUATE SOIL STABILIZATION BY 22PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS W774IN S17E WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED NO MORE THAN 4 INCH DEEP. OTHER 77HEMSELVES CAN BE USED IN CONJUNC77ON WITH 7EMPORARY SEEDING. NINE (9) MONTHS AFTER THE DATE 7774E LAND DISTURBING ACNVFTY COMMENCED. STANDARDS THIS SHALL CONSIST OF THE FOLLOWING; GRASSES AND LEGUMES SHOULD BE PLANTED FROM 4 INCH TO j DEEP. ,.37 TREES SHRUBS. VINES & GROUND COVERS. (WATER PR07EC77ON ORDINANCE SEC'NON 17 -207B) TOPSOIL - 2" DEPTH, LIME - 2 TONS /ACRE, SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL STABILIZING DISTURBED AREAS BY ESTABLISHING VEGETA77VE COVER W7H TREES, SHRUBS, FER77LIZER - 600 LBS /ACRE OF 15 -30 -15 BE MULCHED ACCORDING TO MULCHING, S7D. & SPEC. J. 35, EXCEPT THAT HYDROMULCHES (FIBER VINES, OR GROUND COVERS TO AID IN STABILIZING SOIL IN AREAS WHERE VEGETAnON OVER MULCH) WILL NOT BE CONSIDERED ADEQUATE STRAW MULCH SHOULD BE USED DURING THESE THAN TURF IS PREFERRED, TO PROVIDE FOOD AND SHELTER FOR WILDLIFE WHERE WLDL/FE SOIL DESCRIPTION SEED - ERNST 5311 CONSERVA71ON SEED MIX -• ERNMX -114 (45 PERIODS HABITAT IS DESIRABLE. APPLIES IN AREAS WHERE TURF ESTABLISHMENT IS DIFFICULT, ON LBS /ACRE PENNLAWIV CREEPING RED FESCUE, .;I7.5 LBS /ACRE ARGILS S7EEP OR ROCKY SLOPES WHERE MOWNG IS NOT FEASIBLE, WHERE ORNAMENTALS ARE 258 -DYKE- SILT LOAM- 2X TO 7X SLOPES, THIS SOIL IS DEEP, GENTLY AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL DESIRABLE FOR LANDSCAPING PURPOSES, AND WHERE WOODY PLANTS ARE DESIRABLE FOR SLOPING, WELL DRAINED SOIL ON (BROAD, CONVEX FOOT SLOPES AND KENTUCKY BLUEGRASS, 375 LBS /ACRE PARK KENTUCKY BLUEGRASS, 15 BE RE- SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. SOIL CONSERVAnON, OR TO ESTABLISH WLDLIFE HABITAT. COLLUV/AL FANS SLOPES ARE SAW00714 AND ABOUT 300 TO 1000 FEET LBS. /ACRE ANNUAL RYEGRASS & 15 LBS /ACRE PLEASURE PERENNIAL LONG. AREAS OF THIS SOIL ARE LONG AND WDE. THEY RANGE FROM 5 AFTER THESE AREAS ARE STABILIZED, THEY W1LL. BE MOWED AND 3.38 TREE PRESERVAION AND PROTECION. TO ABOUT 30 ACRES THE SURFACE LAYER OF 7741S SOIL IS DARK MAINTAINED ON A REGULAR BASIS PR07E'C770N OF DESIRABLE TREES FROM MECHANICAL OR OTHER INJURY DURING LAND REDDISH BROWN SILT LOAM ABOUT 8 INCHES THICK. PERMEABILITY AND DISTURBING AND CONSTRUCION AC77WTY. TO ENSURE 774E SURVIVAL OF DESIRABLE TREES AVAILABLE WATER CAPACITY ARE MODERATE: SURFACE RUNOFF IS MAINTENANCE: WHERE THEY WILL BE EFFEC77VE FOR EROSION AND SEDIMENT CONTROL, WATERSHED MEDIUM. THE HAZARD OF EROSION IS MODERATE: THIS SOIL HAS GOOD IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE PROTECION, LANDSCAPE BEAUTIFICAION, DUST AND POLLUTION CONTROL, NOISE REDUCTION, 77LTH. CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN -TYPE USES APPLIES IN TREE- INHABITED AREAS SUBJECT TO LAND 37D3 - HAYESWLLE -CLAY LOAM -15X TO ,25X SLOPES, SEVERELY ERODED. THIS ATTENT70N WILL BE GIVEN TO THE FOLLOWING ITEMS. DISTURBING ACTIVITIES SOIL IS DEEP, WELL DRAINED, AND) MODERATELY S7EEP. IT IS ON SIDE A. SEDIMENT BASINS AND /OR TRAPS WILL BE CLEANED AND SLOPES THAT BORDER SMALL DRAIINAGEWA YS. SLOPES ARE SMOOTH AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT 3.39 DUST CONTROL: ABOUT 200 TO 400 FEET LONG AREAS OF THIS SOIL ARE LONG AND CONTROL HANDBOOK. REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLInON AND WINDING. THEY RANGE FROM 3 TO ABOUT 20 ACRES. B. ALL GRAVEL OUTLETS WILL BE CHECKED /REGULARLY FOR CONSTRUCnON ACnVIIES TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM 26C3 -DYKE -CLAY LOAM -7X TO 15X SLOPES, SEVERELY ERODED. THIS DEEP EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY STRONGLY SLOPING, WELL DRAINED SOIL IS ON CONVEX SIDE SLOPES OF SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE PRESENT HEAL 7H HAZARDS TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. COLLU14AL FANS. SLOPES ARE SAWOOTH AND ABOUT 200 TO 400 FEET GRAVEL IS CLOGGED BY SED IMENT, THE GRAVEL WILL BE REMOVED AND DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF LONG. AREAS OF THIS SOIL ARE LONG AND NARROW. THEY RANGE FROM CLEANED, OR IT WILL BE REPLACED. DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WTH THE 5 TO ABOUT 30 ACRES C. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR VESCH. STORMWA TER RUN -OFF CONSIIDERA 77ONS.- UNDERMINING OR DETERIORATION OF 774E FABRIC' AND REPAIRED AS CONSTRUCTION OF THIS PROJECT WLL HAVE AN EFFECT ON PEAK RUN -OFF RATES REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DUE TO AN INCREASE IN QUAN77TY AND VELOCITY OF 774E RUN -OFF. THE DEPOSITION REACHED HALF WAY TO 774E TOP OF THE BARRIER. IMPERVIOUS AREA IS BEING INCREASED DUE TO THE CONSTRUCTION OF THE ROADS D. ALL SEEDED AREAS WLL BE CHECKED REGULARLY TO SEE THAT A AND PARKING LOT. HOWEVER, MUCH OF THE RUN -OFF IS BEING DIVERTED TO AN GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER77L /ZED AND EXISTING SEDIMENT BASIN, WHICH WLL ASSIST IN DECREASING THE RUN -OFF RESEEDED AS NEEDED. VELOCITY FROM THE PROJECT SITE. A C,ON7RIBUNON TO THE PRO -RATA SHARE PROGRAM WLL ALSO BE MADE. opipw" SCOTT R. COLLINSZZ ) Lie. No. 035791 � �/ L3iJ� w�' E��1 z z z z w w w w Z Z 0 0 0 0 ax z z z z W '-' f Z W N J J J J o cn ¢ Q a a a O J o m m m m ac > a a a a O W W o W W D o � � W W W W W ce 1-4 ° 0 0 0 o 0 1-4 W Q N - t M t-0 � z N � " L9 r- r--1 M M N + � � (I C114 O N W N W� W z I'-- ►-4 C!) V4 L9 0 f"u r-� 94 Z<� U W 1 0.-r Ul zF__4 W "4 94 V l H J w 94 J <!�rr� 0 0 0 N U (f) V Z J 0 H a I 15 T W ° a. 0 _`o C6a) W W 0 0 P--q H o (-5 F -z V) oW _I_- w ,_- w _! z �z Q0 w � - Z z 6z C)' J I-i J .� o W O °~ o - C !} 3 C V `1) z O a) ° C U0 U , 'O C 3 0 z a)U) LL.l 2 a x . � � ° C 0 0 o� LM E0 _0� 1-� 0 3 Q 66 z c 0 Z �Y C w � w U) F 0 z 0 C H z o ' ^ w U Q v / ( L z - i J oC J 0 ° U O o W o ° T C 0 0- C; a� > -0 N C 2 O O X .- (1) 0 Q) - w C CD o 0 W J t � O ri F- V W E .t rn L � x a. to -$ - 0 JOB NO. 0 C 02009 0 U) SCALE ° in -0 N/A O oC: V C1� o a SHEET NO. a c ESC -1 (1> s F- 3 14 1 2 opipw" SCOTT R. COLLINSZZ ) Lie. No. 035791 � �/ L3iJ� w�' E��1 z z z z w w w w Z Z 0 0 0 0 ax z z z z W '-' f Z W N J J J J o cn ¢ Q a a a O J o m m m m ac > a a a a O W W o W W D o � � W W W W W ce 1-4 ° 0 0 0 o 0 1-4 W Q N - t M t-0 � z N � " L9 r- r--1 M M N + � � (I C114 O N W N W� W z I'-- ►-4 C!) V4 L9 0 f"u r-� 94 Z<� U W 1 0.-r Ul zF__4 W "4 94 V l H J w 94 J <!�rr� 0 0 0 N U (f) V Z J 0 H a I 15 T W ° a. 0 _`o C6a) W W 0 0 P--q H o (-5 F -z V) oW _I_- w ,_- w _! z �z Q0 w � - Z z 6z C)' J I-i J .� o W O °~ o - C !} 3 C V `1) z O a) ° C U0 U , 'O C 3 0 z a)U) LL.l 2 a x . � � ° C 0 0 o� LM E0 _0� 1-� 0 3 Q 66 z c 0 Z �Y C w � w U) F 0 z 0 C H z o ' ^ w U Q v / ( L z - i J oC J 0 ° U O o W o ° T C 0 0- C; a� > -0 N C 2 O O X .- (1) 0 Q) - w C CD o 0 W J t � O ri F- V W E .t rn L � x a. to -$ - 0 JOB NO. 0 C 02009 0 U) SCALE ° in -0 N/A O oC: V C1� o a SHEET NO. a c ESC -1 (1> s F- 3 14 1 2 1-4 ° 0 0 0 o 0 1-4 W Q N - t M t-0 � z N � " L9 r- r--1 M M N + � � (I C114 O N W N W� W z I'-- ►-4 C!) V4 L9 0 f"u r-� 94 Z<� U W 1 0.-r Ul zF__4 W "4 94 V l H J w 94 J <!�rr� 0 0 0 N U (f) V Z J 0 H a I 15 T W ° a. 0 _`o C6a) W W 0 0 P--q H o (-5 F -z V) oW _I_- w ,_- w _! z �z Q0 w � - Z z 6z C)' J I-i J .� o W O °~ o - C !} 3 C V `1) z O a) ° C U0 U , 'O C 3 0 z a)U) LL.l 2 a x . � � ° C 0 0 o� LM E0 _0� 1-� 0 3 Q 66 z c 0 Z �Y C w � w U) F 0 z 0 C H z o ' ^ w U Q v / ( L z - i J oC J 0 ° U O o W o ° T C 0 0- C; a� > -0 N C 2 O O X .- (1) 0 Q) - w C CD o 0 W J t � O ri F- V W E .t rn L � x a. to -$ - 0 JOB NO. 0 C 02009 0 U) SCALE ° in -0 N/A O oC: V C1� o a SHEET NO. a c ESC -1 (1> s F- 3 14 1 2 1� vlrt( 0) IP o c qA n DO NTER" Lill 111 I o c Z.C: (—),f LLJ i W W LLJ z z -C LLJ C/) —i 0 c PROPOSED c C) • • C o " SEDIMENT TRAP Eli qA n DO NTER" Lill 111 I o c Z.C: (—),f LLJ i W W LLJ z z -C LLJ C/) —i 0 c c C) C o " AuOMARLE COUNTY CONSTRUCTION EM I RANCE �H Ro iRM - ---70' ill. WI-M mftm.t lop 001A= - dgS�iG 21A /WERW DMH SIDE ELEVATION AGOREi W RME E7tI I NG 7W MIN. Ex. CURB OR I-AWW PAM ON VC EDGE OF PArT dft— 3S E 01S No PAWOADIT TO 12' MIN. 91c --- POMK . MUNNS>wl M A7AT IWArm Ism OESRpI MC1EIN tea+ 4.0� PLAN VIEW MIST saw FULL %" OF "AT= ACID ammom SET Z 1 1MM 1-11=1 72` MIN. PROOF HVXWT X A90K GRADE AND 4` 2S--­ OFF EDGE OF PA%WAiNT. SECTION A —A NML- A MNWA WATER TRIP OF i" IS RUN)= WIYH A 1RMNM11 WASH HOSE Mt OR 1.3' PAW 7W CWT RM g so' KL& ROCK. CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: 6" IFILTER CLOTH (DOWNSTREAM 6" FILTER CLOTH (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE CLASS I RIPRAP Source: Va. DSWC 1.: (9-TEMPORARY DIVERSION DIKE 18" min. SOURCE: VA. DSWC 2 "x4" WOODEN FRAME Compacted Soil --Non - Erodable Liner —Flow 4.5' min. PLATE 3.09 -1 nRnP INL FT PERSPECTIVE VIEWS f`TA VC' Plate 3.20.1 i / \ / \/ / i EL FABRIC ORISTAKE TINNID SILT FENCE iP DROP INLET PROTECTION NO SCALE AME 'A THER XCESS IT CORNERS 3.07 -1 TABLE 3.32 -D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA ATTACH FILTER FABk TO STAKES OR POS7 EXTEND I T IN TO TREP Total lbs. - Commercial or Residential 175-200 lbs. = Kentucky 31 or Turf -Type Tall Fescue 95.100% - Improved Perennial Ryagrass 0-5% - Kentucky Bluegrass 0-5% High- MaintcauncC Law" 200 -250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 100% General_ Slo=_(,3;1 Qrless) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 21bs. - Seasonal Nurse Crop 20 lbs. 150 lbs. Low-Maintenance Slope Moen than 3:1.1 - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop * 20 lbs. - Crownvetch *' -ZQ lbs, 1501bs. * i Jae seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 115th ..................... Foxtail Millet August 16th through October ...................... Annual Rye November through Februlary 15th ................... Winter Rye Substitute Sericea lespedezat for Crownvetch east of Farmvitle. Va. (May through September use hulled Siericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Cruwmvetch, increase rate to 301bs. /acre. All legume seed must be properly inocuiatedl. Weeping Lovegrass may be added to any slope or low - maintenance mix during , warmer seeding periods; add 10-20 lbs. /acre in mixes. EXCA VA TED BACKFILLED COMPACTED Table 16: Sediment Trap design (spec 3.13) W O Sediment Trap 1 Desi g n G drainage area (acres) (< 3) 1.27i z z trap volumes ! CREST OF STONE WEIR' w elewtion (ft) area (sf); wlume(cf) volume(cy) CROUNO _. 6861 4345; 0; 0.0i 4902 _.._ 4,621 171 1.._ DRY STORAGE 688' 5485; 9,811. 36341 689; 6141; 15,621! 578.6' 690. 6827! 22,1021 818.6 WET STORAGE 4, WX _. (EXCAVATED) FILTER CLOTH OFCgNAI GROUND .... BEN STAKE 2 0 0 0 POST wet storage: ! _._._ :_. . -.... *SEE PLATE 113- -, CWI� AwKCATE� CLASS I RIPRAP _ TH == 5' MIN. wet storage required (cy) (67 *DA) 851 bottom of stone weir (ft) 687.4; wet storage provided at this elevation (cy) 253.91 a a slope of wet storage sides 21 > - weir length (ft) (6xDAy 7.6 > > dry storage: bottom of trap elevation (it) _ _ _ _ _ 686' ...... dry storage required (cy) (67 *13A) 85.1 bottom trap dimensions: 50'x87' 0 crest of stone weir top of dam elevation (ft) 690 . __. dry d storage rrnnded at this elevation (cy),! o�e_.p 324.7; top width of dam (ft) _ 11 _ -- slope of dry storage sides _ ... _ .. _ _........689.0.. — 2:11 _ _ _. _ _ top trap dimensions `, 66'x103'; SILT FENCE sF (WI THOU T WIRE SUPPORT) NO SCALE 1. SC04 R. COLLINS'_Z Lic. No. 035791,2. �SSIONAL E�G1 � O u l O O O C) .1 , 4 r-1 CD Q N � Go N L9 01 ml (V � M O W N W� L9 W W W � W H O z� x U WI UlW H W W 94 0 cn H N W W C.� O O J J U z 4�� CL LJJ F_ P__4 V) J Q z H LL U O 1 m F- J O W O G z z z z r`"' w a C - 2 0 0 0 0 Z a a > o > > > V 0 0 0 0 J J J J Z W U o cn a O 0 m m m m > ? a a a a > a a a a � 'U o 0 0 0 w w w w LV ~ � > > > � � � 19 � O u l O O O C) .1 , 4 r-1 CD Q N � Go N L9 01 ml (V � M O W N W� L9 W W W � W H O z� x U WI UlW H W W 94 0 cn H N W W C.� O O J J U z 4�� CL LJJ F_ P__4 V) J Q z H LL U O 1 m F- J O 30B NO. 02009 v V SCALE z N/A SHEET NO. 1 t ESC -4 I s IM VI,V W O G w r`"' w a C - 30B NO. 02009 v V SCALE z N/A SHEET NO. 1 t ESC -4 I s IM VI,V o cr 0 W cw z D L C Z o � a Z a- � C o— a� c o � � a .SZ' V o � w :3Z Z 0V) C Z - J O J w° v- v o v „ c L N o� ao C U � C O 0 3 3 N . a X U 7 O " 0 Q C c T O v - E v c �a c• v U C> L Z N �c W O W 0 Z L CD o Z � w-0 c O Z J � J 0-0 O .� .2 N U a� O L a� c �o > U N 0 V x� L O v C N E > > O "v U -0 C v_ L U > O N N 0 v v c v U) rf) C O o a —� a� U T Q) C _a GENERAL NOTES OWNER /DEVELOPER: ENGINEER: PRE - APPLICATION CONFERENCE: TAX MAP NO.: ZONING: TOTAL ACREAGE: SUBDIVISION STREETS: DRAINAGE DISTRICT: WATERSHED: TOPO & SURVEY: LIGHTING: MARCH MOUNTAIN PROPERTIES, LLC. BEIGHTS CORPORATION 5380 GOLF DRIVE, SUITE 103 CROZET VA 22932 OLD TRAIL VILLAGE TELEPHONE: (434)823 -2003 FAX: (703)997 -1490 CONTACT MR GAYLON BEIGHTS PHASE 2m BLOCK 4 ROAD PLANS m MINOR AMENDMENT COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 TELEPHONE: (434)293 -3719 FAX: (434)293 -3719 CONTACT: MR. SCOTT COLLINS, P.E. EMAIL: SCOTT@COLLINS- ENGINEERING.COM JUNE 5, 2006 055E- 01- 00 -000A1 NEIGHBORHOOD MODEL DISTRICT APPROVED WITH PROFFERS 9 -14 -05 BY ALBEMARLE COUNTY BOARD OF SUPERVISORS 2.67 ac. (WITHIN R /W) CURB & GUTTER SLABTOWN BRANCH TO THE LICKINGHOLE DRAINAGE BASIN S.RIVANNA RESERVOIR JENNINGS- STEPHENSON, PC. PROVIDED TOPOGRAPHY PROVIDED IN JANUARY, 2007 ALL OUTDOOR LUMINARIES SHALL EMIT A MAXIMUM OF 3,000 MAXIMUM LUMENS. NO STREET LIGHTING IS PROPOSED. O RPI �OP Gsr 10 CR ZET 0 THIS PROJECT CENTER VILLAGE o �a BT00 B ROWNSVILLE 51%' E.S. TO RLOTTESVI 250 TO rygyN A� GAP NRNpIKE J.T. HENLEY — ESgORO R M.S. ss ��ARLE H.S. .f0 A 250 /NSTA� s VICINITY MAP SCALE: 1 " = 2500' LEGEND 1 -------------------------- EXISTING CULVERT Q DROP INLET & STRUCTURE NO. CURB & GUTTER EC -3A DITCH s" DEPTH OF EC -3A DITCH EC -2 DITCH s" DEPTH OF EC -2 DITCH - EARTH DITCH DRIVEWAY CULVERT BENCH MARK -i- VDOT STANDARD STOP SIGN - - - -200- - - - EXISTING CONTOUR 200 PROPOSED CONTOUR THE TOP ELEVATION DENOTES THE PROPOSED ELEVATION OF THE RETAINING WALL & THE BOTTOM ELEVATION DENOTES THE LOWER EXPOSED PROPOSED ELEVATION OF THE RETAINING WALL. PROPOSED SPOT ELEVATION 27' RADIUS ON F/C WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 100' CURRENT OWNER /DEVELOPER MARCH MOUNTAIN PROPERTIES, LLC 5380 GOLF DRIVE, SUITE 103 CROZET., VA 22932 PROJECT ENGINEER COLLINS ENGINEERING 8m0 EAST JEFFERSON STREET CHAR LOTTESVI LLE, VIRGINIA, 22902 PHONE: (434) 293-3719 Sheet List Table 411.3 Sheet Title 405.0 0 S -1 LAYOUT S -4 8 R -2 Ii DP -1 STORM SEWER PROFILES 411.3 STORM SEWER PROFILES DP -2 DRAINAGE ANALYSIS DP -3 DRAINAGE COMPUTATIONS LL -1 Z W Jai R27' W THE TOP ELEVATION DENOTES THE PROPOSED ELEVATION OF THE RETAINING WALL & THE BOTTOM ELEVATION DENOTES THE LOWER EXPOSED PROPOSED ELEVATION OF THE RETAINING WALL. PROPOSED SPOT ELEVATION 27' RADIUS ON F/C WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 100' CURRENT OWNER /DEVELOPER MARCH MOUNTAIN PROPERTIES, LLC 5380 GOLF DRIVE, SUITE 103 CROZET., VA 22932 PROJECT ENGINEER COLLINS ENGINEERING 8m0 EAST JEFFERSON STREET CHAR LOTTESVI LLE, VIRGINIA, 22902 PHONE: (434) 293-3719 Sheet List Table Sheet Number Sheet Title T -1 COVER S -1 LAYOUT S -4 STREET DETAILS & CROSS SECTIONS R -2 ROAD PROFILES DP -1 STORM SEWER PROFILES DP-1A STORM SEWER PROFILES DP -2 DRAINAGE ANALYSIS DP -3 DRAINAGE COMPUTATIONS LL -1 LANDSCAPING PLAN LIST OF CHANGES: 01 CLAREMONT LANE BETWEEN GOLF DRIVE AND UPLAND DRIVE REVISED ROAD SECTION. 20 UPLAND DRIVE REVISED ROAD SECTION 3Q REVISED STORM SEWER DESIGN 4Q ADDED CG -11 ENTRANCES ALONG CLAREMONT LANE FOR BLOCKS 4 AND 13 Q5 MINOR CHANGES TO LANDSCAPING THE APPROVED WPO 2007 -ooi FOR "OLD TRAIL BLOCK i, EROSION AND SEDIMENT CONTROL" INCLUDES ALL THE LAND DISTURBANCE ASSOCIATED WITH THE DEVELOPMENT OF THIS ROAD PLAN. THE ROAD PLANS DO INCLUDE E &S CONTROL FOR THE INLETS AND ANY ADDITIONAL GRADING FOR THE CONSTRUCTION OF THE ROADS. THE APPROVED WPO 2oo8 -14 FOR "OLD TRAIL BLOCK 3, STORMWATER MANAGEMENT PLAN" INCLUDES THESE ROAD IMPROVEMENTS AND IMPERVIOUS AREA FOR TREATMENT WITH THE EXISTING STORMWATER MANAGEMENT POND. TAX MAP /ZONING INFORMATION TAX MAP: 055E- 01- 00 -000A1 ZONED: NMD APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER w INSPECTIONS , i ARB DEPARTMENT OF FIRE RESCUE ~ Q � ALBEMARLE COUNTY SERVICE AUTHORITY N VIRGINIA DEPARMENT OF TRANSPORTATION c) HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. OF _r SCOTT /RI COLLINSZ > No. 35791 2� k'�_IOXAL S CO1 Lu M m Z01� N M 1 0 w� N w> zW � L9 O z� x w u I W W C—' c� Zz Jw w .f3 W W n° O°O z W D z W Q U) a, 0 a zCL ~ o � o w I v d U) (O ° z 0 00C o� L V � V v� Q c; Cu a- 0 ` C ce.04 O O ' L � \/ LL i c W U > U4 O O 7' of ca N ° W V7 E. v' 2 Z w Z ' 1 � Z W . w V) 0 Z J J 0 U J �-I T > N n 0 a H > U x L ° o O W U d N JOB NO. d y 02002 .o SCALE ° N/A v ° SHEET NO. a 0 T -1 0 2 -Z��� rn o w O , i ~ Q � n •--� N O M c) w o W x 2: aD Z O H W z N W uj O o a uj a O O a '' O Z_ U O U a f U Z6 o o >> >> O a W 0 o W U- 0- co W O U) Q W J OC N W W Q Q oc w oc > Q E U) > W Lu Lu M m Z01� N M 1 0 w� N w> zW � L9 O z� x w u I W W C—' c� Zz Jw w .f3 W W n° O°O z W D z W Q U) a, 0 a zCL ~ o � o w I v d U) (O ° z 0 00C o� L V � V v� Q c; Cu a- 0 ` C ce.04 O O ' L � \/ LL i c W U > U4 O O 7' of ca N ° W V7 E. v' 2 Z w Z ' 1 � Z W . w V) 0 Z J J 0 U J �-I T > N n 0 a H > U x L ° o O W U d N JOB NO. d y 02002 .o SCALE ° N/A v ° SHEET NO. a 0 T -1 0 2 -Z��� rn o w O , i ~ Q � n •--� N O M coo \ N r-1 Lu M m Z01� N M 1 0 w� N w> zW � L9 O z� x w u I W W C—' c� Zz Jw w .f3 W W n° O°O z W D z W Q U) a, 0 a zCL ~ o � o w I v d U) (O ° z 0 00C o� L V � V v� Q c; Cu a- 0 ` C ce.04 O O ' L � \/ LL i c W U > U4 O O 7' of ca N ° W V7 E. v' 2 Z w Z ' 1 � Z W . w V) 0 Z J J 0 U J �-I T > N n 0 a H > U x L ° o O W U d N JOB NO. d y 02002 .o SCALE ° N/A v ° SHEET NO. a 0 T -1 0 2 -Z��� w w z z w z J 0 U 0 0 CL U N 0 r y 3 0 c .0 0 c 0 U 0 a o� -o CF 0 U N C 0 U 0 a E 0 (n U Q) 0 a 0 L 3 V) 0 Q a c 0 0 Q) 0 c r 0 v 0 .s 0 0 s 3 v U 7 0 o_ a� 0 C T 0 c v z w w z z w z J J 0 C) 0 a 0 a a� U x a) 0 w c 0) V V U _0 21 0 U 0 N v c v c v a N N s vi 0 .r 2 z TRAFFIC GENERATION AND DISTRIBUTION PLAN DETAIL *NOTE: AVERAGE DAILY TRIPS N "-`300 AD T SUBJECT TO CHANGE, BASED ON _--- - - - BUILD -OUT OF EACH BLOCK. \ BLOCK 30 F BLOCK 10 ! 1 . BLOCK2 Ap 1650_ T" i BLOCK - - , I IQ) F 23, BLOCK 16 i \ o BLOCK 13 _ AD - 10- ° T \ BLOCK6 40O- - �o o \ \ \ BLOCK 4 �O� P' \ `\ BLOCK 17 o \C:) BLOCK 14 \ \. 0 . ApT" 1 �Q � � Pp BLOCK 11 \ 04 \ ` BLOCK 18 p BLOCK 15,.-) \\ �' T ' /gyp Pi �� \ 25� A . BLOCK 3 / BLOCK 12 0 i SCALE: 1 " = 200' Illlllllllllllllllllllllllllllllllllllllll ' . - . !•a,1 /,��.� i %"�l�i� i �a /ice �'��l /i.� .70A A � A � A � • A , NO SCALE Table 4: Pavement Design (VDOT Pavement Design Guide) EX /ST. GROUND 3 11 EXIST. GROUND R/W D EXIST. GROUND EXIST. GROUND I R/W I j - - -- Jr EXIST. GROUND t EXIST. GROUND 1-' EXIST. GROUND _- _td j EXIST. GROUND Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface ;h a j Base 1b `a Sub -base h a Dp Golf Drive (Road A) 3100 0 3100 5 5 18.36 sm9.5 2 2.25 BM -25 4 2.25 21B 9 0.6 18.90 Claremont Lane (Road C) 600 0 600 5 5 112.65 sn-9.5 2 2.25 BM -25 3 2.25 21A 6 0.6 14.85 Brooldey Drive 1200 0 1200 5 5 15.06 sm9.5 2 2.25 BM -25 3 2.25 21B 8 0.6 16.05 Upland Drive (Road E) 1215 0 1215 5 5 15.10 sm9.5 2 2.25 BM -25 3 2.25 21B 8 0.6 16.05 (VARIABLE WD TH) 4" CONC. (3000 PSI AT 28 DA Y, OR STONGER) �- 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE 4" 2" R TOP OF CURB 6" 1 a ° Q ° ° 13" 7„ ° a a ° ., a as 4. n 4" MIN. -6" 2' STANDARD CG -6 CURB & GU TTER NO SCALE 4" CONCRETE SIDEWALK \ 4" VDOT 21A STONE BASE 8' 6' PLANTING STRIP VDOT STD. UD -4 I4" CONCRETE 3 , i SIDEWALK ,. 4' VDOT 21� STONE BASE - 5' 4" CONCRETE SIDEWALK CG -6 CURB & GUTTER 26 T BASE 5' 6' PLANTING STRIP VDOT STD. UD -4 4" BM -25 13' (TRAVEL LANE) CA IPOINT OF FINISHED GRADE I 2" SM 9.5 9" 21B 13' (TRAVEL LANE) CG -6 CURB & GUTTER 4' S TYPICAL STREET Sy'CTION (6'>' R/ #) GOLF PR PT (ROAR A) NOT TO SCALE c/L CG -6 I POINT OF CG -6 CURB & GUTTER I FINISHED GRADE CURB & GUTTER I 2" SM 9.5 \ 4' MOT 4' MOT' BASE 3" BM -25 8" 21 -8 5' STONE SE )0' - 10' (TRAVEL LANE) (TRAVEL LANE) - 49' TYPICAL STWEET SWCTION (49 R /A�� M"D RRIVA' .NOT TO S'CALL' CG-6 CURB & GUTTER c IPOINT OF FINISHED GRADE 1 " 5" 6' PLANTING STRIP POT STD. UD -4 2.5' 4" CONCRETE SIDEWALK 4" VDOT 21A STONE BASE 8'- R/W I 1 I CG-6 CURB & GUTTER R%W 4" CONCRETE !- SIDEWALK 0 SCOT R. COLLINS% No. 35791 ,C Aa�� � � I � U 1�,w4• "`�SjONAL EEO RI W EXIST. GROUND GROOUND 4" CONCRETE I EXIST GROUND CG-6 CURB & GUTTER R%W 4" CONCRETE !- SIDEWALK 0 SCOT R. COLLINS% No. 35791 ,C Aa�� � � I � U 1�,w4• "`�SjONAL EEO RI W X/ST. GROOUND 4" CONCRETE I ' C) SIDEWALK I -- -- I 3• � - EXIST. GROUND EXIST. GROUND 6' PLANTING STRIP 4" VDOT 21A N VDOT STD. STONE BASE Ln UD -4 EXIST. GROUND 6' 5' 1 CG-6 CURB & GUTTER R%W 4" CONCRETE !- SIDEWALK 0 SCOT R. COLLINS% No. 35791 ,C Aa�� � � I � U 1�,w4• "`�SjONAL EEO 2 SM 9.5 1 4 »• 1' EXIST. GROUND 1" 1' i z ,.. , coo d 000 0000c� d)o 000� W 6 PLANTING' 4" VDOT 21A STRIP 4' MOT 4' MOT 4" VDOT 21A STONE BASE VDOT STD. 21A 3" BM -25 8' 218 21A VDOT STD. STONE BASE UD -4 BASE 13' _ 13, SWINE UD -4 EX /ST. GROUND � 0 5' 6' 2.5 (TRAVEL LANE) (TRAVEL LANE) 2.5 12'---- M W -- 55' � G Z N Q TYPICAL STRETT S�'CTION (55' Rl#) M oC o 0. BR001 SET RRIVA' �' 0 NOT TO SCALE' Z I ~ � R/W C� O .° I r^ R� CG -6 I POINT OF CG -6 4" CONCRETE I W (V 4" CONCRETE CURB & GUTTER I FINISHED GRADE CURB & GUTTER V / I SIDEWALK I SIDEWALK N L 3 z 31 2" SM 9.5 1 »: 1, EXIST. GROUND z O °c d 1z4 _1' 1z4 l' Z °°° db o0 0° ° ° db ° °oao do 000 , �S_ _ ' 1..� La► Z 6 PLANTING w 4" VDOT 21A 4 21A 21 4 2fwo STRIP " V C E' 4 VDOT Z1A r.'� w STONE BASE STONE » STONE STONE BASE Z 0 W BAS 3 BM -25 6 2fA BASE EXIST. GROUND r0--� � o Z 2' 2.5' 16' - 16' 2.5 6' S' 1' > ° J 81 10' - 10' 8' v� O (TRAVEL LANE) (TRAVEL LANE) �' (PARKING LANE) (PARKING LANE) w 61 = - 0 0 C TYPICAL STR�'�'T S�'CTION (6'> Rl#)r � NO VDOT STD. UD -4 s ARE NOT REQUIRED O `' V c 0 CLARL�'�IONT L"A (BROOZarT TNT. TO GOLF' BRIM' INT.� ON CLAREMONT LANE BECAUSE THE NOT TO SCALE ADT IS LESS THAN 1,000 vPD % p( U C6 z x O 03 a _ � 41 R/W C/L I U J ` R/W T F o a I C 6 POINT O cc 6 N G c I 4 CONCRETE CURB &GUTTER I FINISHED GRADE CURB &GUTTER 4 CONCRETE I W T} 3, I SIDEWALK SIDEWALK I -- " 2 SM9.5 I 3'� w rW^ Q Ea 1--- -1 11 EXIST. GROUND (� v - >1 6' PLANTING G o `$ o00 0o ^xg o d+° oo ° °c°°c" CPO 6' PLAN77N W Z STRIP STRIP - _ W 4" VDOT SE 4' MOT " - 4" VDOT 21A a- z STONE BASE STONE 3 BM -25 4-260T STONE BASE w BASE 6" 21A STONE EXIST. GROUND 1 z c 1 5' 6' 2.5' BASE � 2.5' 6' 5. 0.5 0 W W 10' -- 10' 8' ,�/ v , J a (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) C - 54.5' w v c w ON TYPICAL S�"T S�'CTION (54.5 R/# )r w L_ CL�1RF�1lONT IANL' (TNT. A�ITH COLE' RRIV�' TO SOUTH TLR�lINATION) L_ No. TO -� H >t _ NOTE .2 c PAVEMENT DESIGN MAY BE REVISED DUE TO SOIL CONDITIONS AT TIME OF CONSTRUCTION. v `- A PRIME COAT SHALL BE APPLIED BETWEEN THE AGGREGATE BASE AND ASPHALT COURSES IN ACCORDANCE WTH V.D.O. T. STANDARDS ++ Cc TABLE 5: STREET DESIGN DATA 0 w ° ` J t" 4= PUBLIC OR SOURCES STREET DESIGN MIN. C/L MAX. MIN. MIN. MIN. STOPPING MIN. TRA VEL WA Y MIN. R. 0. W. MIN. SHOULDER ,,, O PRI VA TE STA. TO STA. MAINTENANCE SPEED (MPH) RADIUS (FT.) GRADE (�) K -CREST K -SAG SIGHT D /ST. (FT.) WIDTH (FT.) WIDTH (FT.) WIDTH (FT.) FOR SIDS. 0 = o E O_ N v + VDOT ROAD Jos No. 10 C GOLF DRIVE (ROAD A) PUBLIC 30 335 10 19 37 200 26 61 N/A DESIGN MANUAL o 02002 51 CLAREMONT LANE (ROAD C) PUBLIC 25 200 10 12 26 155 20 54 N/A DESIGN T MANUAL SCAB o a UPLAND DRIVE (ROAD E) PUBLIC 25 200 10 12 26 155 20 60 N/A VDOT ROAD AS SHOWN o DESIGN MANUAL C VDOT ROAD SHEET NO. 0. BROOKLEY OR/VE PUBL /C 25 200 10 12 26 155 26 54 N/A DES /GN MANUAL S_,4 j �,000 X/ST. GROOUND Uj C) EXIST. GROUND N V..I Ln W 5 z W N O Q f a a x z �/� ~ oU V l 3 z ov U tf) Z ° z z 3 ° > a O Z J 0 Q LLI � In U_ a to UJ j N OC / Q 0`"WUj H °G a w Q r- N WLU w 2 SM 9.5 1 4 »• 1' EXIST. GROUND 1" 1' i z ,.. , coo d 000 0000c� d)o 000� W 6 PLANTING' 4" VDOT 21A STRIP 4' MOT 4' MOT 4" VDOT 21A STONE BASE VDOT STD. 21A 3" BM -25 8' 218 21A VDOT STD. STONE BASE UD -4 BASE 13' _ 13, SWINE UD -4 EX /ST. GROUND � 0 5' 6' 2.5 (TRAVEL LANE) (TRAVEL LANE) 2.5 12'---- M W -- 55' � G Z N Q TYPICAL STRETT S�'CTION (55' Rl#) M oC o 0. BR001 SET RRIVA' �' 0 NOT TO SCALE' Z I ~ � R/W C� O .° I r^ R� CG -6 I POINT OF CG -6 4" CONCRETE I W (V 4" CONCRETE CURB & GUTTER I FINISHED GRADE CURB & GUTTER V / I SIDEWALK I SIDEWALK N L 3 z 31 2" SM 9.5 1 »: 1, EXIST. GROUND z O °c d 1z4 _1' 1z4 l' Z °°° db o0 0° ° ° db ° °oao do 000 , �S_ _ ' 1..� La► Z 6 PLANTING w 4" VDOT 21A 4 21A 21 4 2fwo STRIP " V C E' 4 VDOT Z1A r.'� w STONE BASE STONE » STONE STONE BASE Z 0 W BAS 3 BM -25 6 2fA BASE EXIST. GROUND r0--� � o Z 2' 2.5' 16' - 16' 2.5 6' S' 1' > ° J 81 10' - 10' 8' v� O (TRAVEL LANE) (TRAVEL LANE) �' (PARKING LANE) (PARKING LANE) w 61 = - 0 0 C TYPICAL STR�'�'T S�'CTION (6'> Rl#)r � NO VDOT STD. UD -4 s ARE NOT REQUIRED O `' V c 0 CLARL�'�IONT L"A (BROOZarT TNT. TO GOLF' BRIM' INT.� ON CLAREMONT LANE BECAUSE THE NOT TO SCALE ADT IS LESS THAN 1,000 vPD % p( U C6 z x O 03 a _ � 41 R/W C/L I U J ` R/W T F o a I C 6 POINT O cc 6 N G c I 4 CONCRETE CURB &GUTTER I FINISHED GRADE CURB &GUTTER 4 CONCRETE I W T} 3, I SIDEWALK SIDEWALK I -- " 2 SM9.5 I 3'� w rW^ Q Ea 1--- -1 11 EXIST. GROUND (� v - >1 6' PLANTING G o `$ o00 0o ^xg o d+° oo ° °c°°c" CPO 6' PLAN77N W Z STRIP STRIP - _ W 4" VDOT SE 4' MOT " - 4" VDOT 21A a- z STONE BASE STONE 3 BM -25 4-260T STONE BASE w BASE 6" 21A STONE EXIST. GROUND 1 z c 1 5' 6' 2.5' BASE � 2.5' 6' 5. 0.5 0 W W 10' -- 10' 8' ,�/ v , J a (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) C - 54.5' w v c w ON TYPICAL S�"T S�'CTION (54.5 R/# )r w L_ CL�1RF�1lONT IANL' (TNT. A�ITH COLE' RRIV�' TO SOUTH TLR�lINATION) L_ No. TO -� H >t _ NOTE .2 c PAVEMENT DESIGN MAY BE REVISED DUE TO SOIL CONDITIONS AT TIME OF CONSTRUCTION. v `- A PRIME COAT SHALL BE APPLIED BETWEEN THE AGGREGATE BASE AND ASPHALT COURSES IN ACCORDANCE WTH V.D.O. T. STANDARDS ++ Cc TABLE 5: STREET DESIGN DATA 0 w ° ` J t" 4= PUBLIC OR SOURCES STREET DESIGN MIN. C/L MAX. MIN. MIN. MIN. STOPPING MIN. TRA VEL WA Y MIN. R. 0. W. MIN. SHOULDER ,,, O PRI VA TE STA. TO STA. MAINTENANCE SPEED (MPH) RADIUS (FT.) GRADE (�) K -CREST K -SAG SIGHT D /ST. (FT.) WIDTH (FT.) WIDTH (FT.) WIDTH (FT.) FOR SIDS. 0 = o E O_ N v + VDOT ROAD Jos No. 10 C GOLF DRIVE (ROAD A) PUBLIC 30 335 10 19 37 200 26 61 N/A DESIGN MANUAL o 02002 51 CLAREMONT LANE (ROAD C) PUBLIC 25 200 10 12 26 155 20 54 N/A DESIGN T MANUAL SCAB o a UPLAND DRIVE (ROAD E) PUBLIC 25 200 10 12 26 155 20 60 N/A VDOT ROAD AS SHOWN o DESIGN MANUAL C VDOT ROAD SHEET NO. 0. BROOKLEY OR/VE PUBL /C 25 200 10 12 26 155 26 54 N/A DES /GN MANUAL S_,4 j �,000 X/ST. GROOUND Uj C) EXIST. GROUND N v Ln 2 SM 9.5 1 4 »• 1' EXIST. GROUND 1" 1' i z ,.. , coo d 000 0000c� d)o 000� W 6 PLANTING' 4" VDOT 21A STRIP 4' MOT 4' MOT 4" VDOT 21A STONE BASE VDOT STD. 21A 3" BM -25 8' 218 21A VDOT STD. STONE BASE UD -4 BASE 13' _ 13, SWINE UD -4 EX /ST. GROUND � 0 5' 6' 2.5 (TRAVEL LANE) (TRAVEL LANE) 2.5 12'---- M W -- 55' � G Z N Q TYPICAL STRETT S�'CTION (55' Rl#) M oC o 0. BR001 SET RRIVA' �' 0 NOT TO SCALE' Z I ~ � R/W C� O .° I r^ R� CG -6 I POINT OF CG -6 4" CONCRETE I W (V 4" CONCRETE CURB & GUTTER I FINISHED GRADE CURB & GUTTER V / I SIDEWALK I SIDEWALK N L 3 z 31 2" SM 9.5 1 »: 1, EXIST. GROUND z O °c d 1z4 _1' 1z4 l' Z °°° db o0 0° ° ° db ° °oao do 000 , �S_ _ ' 1..� La► Z 6 PLANTING w 4" VDOT 21A 4 21A 21 4 2fwo STRIP " V C E' 4 VDOT Z1A r.'� w STONE BASE STONE » STONE STONE BASE Z 0 W BAS 3 BM -25 6 2fA BASE EXIST. GROUND r0--� � o Z 2' 2.5' 16' - 16' 2.5 6' S' 1' > ° J 81 10' - 10' 8' v� O (TRAVEL LANE) (TRAVEL LANE) �' (PARKING LANE) (PARKING LANE) w 61 = - 0 0 C TYPICAL STR�'�'T S�'CTION (6'> Rl#)r � NO VDOT STD. UD -4 s ARE NOT REQUIRED O `' V c 0 CLARL�'�IONT L"A (BROOZarT TNT. TO GOLF' BRIM' INT.� ON CLAREMONT LANE BECAUSE THE NOT TO SCALE ADT IS LESS THAN 1,000 vPD % p( U C6 z x O 03 a _ � 41 R/W C/L I U J ` R/W T F o a I C 6 POINT O cc 6 N G c I 4 CONCRETE CURB &GUTTER I FINISHED GRADE CURB &GUTTER 4 CONCRETE I W T} 3, I SIDEWALK SIDEWALK I -- " 2 SM9.5 I 3'� w rW^ Q Ea 1--- -1 11 EXIST. GROUND (� v - >1 6' PLANTING G o `$ o00 0o ^xg o d+° oo ° °c°°c" CPO 6' PLAN77N W Z STRIP STRIP - _ W 4" VDOT SE 4' MOT " - 4" VDOT 21A a- z STONE BASE STONE 3 BM -25 4-260T STONE BASE w BASE 6" 21A STONE EXIST. GROUND 1 z c 1 5' 6' 2.5' BASE � 2.5' 6' 5. 0.5 0 W W 10' -- 10' 8' ,�/ v , J a (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) C - 54.5' w v c w ON TYPICAL S�"T S�'CTION (54.5 R/# )r w L_ CL�1RF�1lONT IANL' (TNT. A�ITH COLE' RRIV�' TO SOUTH TLR�lINATION) L_ No. TO -� H >t _ NOTE .2 c PAVEMENT DESIGN MAY BE REVISED DUE TO SOIL CONDITIONS AT TIME OF CONSTRUCTION. v `- A PRIME COAT SHALL BE APPLIED BETWEEN THE AGGREGATE BASE AND ASPHALT COURSES IN ACCORDANCE WTH V.D.O. T. STANDARDS ++ Cc TABLE 5: STREET DESIGN DATA 0 w ° ` J t" 4= PUBLIC OR SOURCES STREET DESIGN MIN. C/L MAX. MIN. MIN. MIN. STOPPING MIN. TRA VEL WA Y MIN. R. 0. W. MIN. SHOULDER ,,, O PRI VA TE STA. TO STA. MAINTENANCE SPEED (MPH) RADIUS (FT.) GRADE (�) K -CREST K -SAG SIGHT D /ST. (FT.) WIDTH (FT.) WIDTH (FT.) WIDTH (FT.) FOR SIDS. 0 = o E O_ N v + VDOT ROAD Jos No. 10 C GOLF DRIVE (ROAD A) PUBLIC 30 335 10 19 37 200 26 61 N/A DESIGN MANUAL o 02002 51 CLAREMONT LANE (ROAD C) PUBLIC 25 200 10 12 26 155 20 54 N/A DESIGN T MANUAL SCAB o a UPLAND DRIVE (ROAD E) PUBLIC 25 200 10 12 26 155 20 60 N/A VDOT ROAD AS SHOWN o DESIGN MANUAL C VDOT ROAD SHEET NO. 0. BROOKLEY OR/VE PUBL /C 25 200 10 12 26 155 26 54 N/A DES /GN MANUAL S_,4 j VDOT 157, #i68, OR 178 STONE BASE UNDER CURIE & CHECKED BY VDOT PRIOR TO P,'AVING AND /OR BAICKFILL /NG. X/ST. GROOUND EXIST. GROUND VDOT 157, #i68, OR 178 STONE BASE UNDER CURIE & CHECKED BY VDOT PRIOR TO P,'AVING AND /OR BAICKFILL /NG. PVI STA: 23+00.00 PVI STA: 26+17.77 PVI STA: 28+18.93 PVI ELEV: 697.05 PVI ELEV: 695.86 PVI ELEV: 692.67 K: 53.77 K: 12.15 K: 382.61 LVC: 150.00 LVC: 50.00 - - LVC: 75.00 - - - ; I � I � � I I i - ! I i � I I I no � ! I I . I I i I i � i - i ! k I ; I � : ! i I I ; . 000 I � I I I (c i r- -.4 !11441 ! � i i I r-- I ! . 17 I q- PO i I ; I I . i i I � I � oar I z i i I I i � I � r�l K r- W. � PO I z � ! . . ; � I � I i i I : . � . i i i ! . z . t I i I 0 (D I � I 0 rn I � I I I i � i I I I I I I z ; i i I I 0) I i i i I ! I � I � � D C-4 . i i z I STA"': 19+6 i.71 t i � . I i u� (6 � i - i i � 705 i . I i A � N u- z N Lr, i i I z I . ! I I , .001) I � � � r I I I ' z ca, --.-L ------ -,------ ... . ..... i ' I � I . I I -.-I --- ---- I --------.---- -..---------.- ... ............... - 4 ------- --1-1--- I , I I i I u-i Lri i ! i - --- ------ - - ...,--i a. -- - - -- -,-,-,-, - � --.-.---.--- .... . .... . 1-....L....--.-1..1.-.1 ......... I - . - --- -� &�a-- . . ..... �- - ... ---- - -4 - -- - - - - - -- ------------, --- ---- ---- I . C14 0) � I � .... ...... � -0 . ..... . -----1 � 11. -- I-- -----,--!---. --- -- - ------ - - m -a -� z I � I I r- - -- -- - --- --- --i-- - - � -, -- ­ ; � 1 '--'---- ----:F I ! I i � - -- --- - - � -- - i PVI ELEY. � --.----+.,--- ------ - --- --� � i - - - - : I -* ­ " I � 11--, � z ! � i - I - 1 I--- - ---� - ----1 � , __§�9, �,- I .... 1-1.1- � - --.1.11 ....... 7--, ... - � +(D � � + (.0 + (C i I i I I I i I ---- --f .I----- .--------.- -� . -----:+: - - - � I : i )o i ! ! i -.-.-- . ..... 1-1 ... I .... ... ---.-1--.-------..----- - - - 1_4� --l-1- I I . I z I i � I -1--.11- --- ---i- i ! I � I I ! I z ; i t i � % ! I i I : : Lr) I (0 Lij 1 i I � I I I K: 1 d .43 1 ! I N � i K) i i I - ! i I --,----- I � . ! i t � � k I i � z ! � ! .4 uj . � i I ! � % : � I � N * � � z I I i � � i � � I ; i i � I.L 4 z I i i � I i � L 0 1 1 1 1 . � I I I . i C14 L i ! I I i ! I i i � i C'4 L�j ! I i z I i �. . 0 - 0 I L I L i . I > i � . � � LVC: 79.00 � i i i ; � I i i i 11------,-,-,-,-, ---- ; L . I I : I � c � c QLAREMONIT LANI- i I - I � L ..0 I i i � - 1*11, i , , > ------- I ------------- M-1- ... - 1-1-1-1-11 � I ------ I � I i i I , --- L��------.- I i � I 0 z i �- - ........... Na-, z ; � ! i � -, -> --------- -.�--�--�-1-1-,--�-.,-,-,---,------,� --.-1-1--------1--.- - �, 4; - ---------- �44 M ------ r ----------- I,----,-- t -­ -- -< ---- ---- I � I I i i , - .... -1-1 ---- --- -- --1 -------- - I I I I im > ---- ------ ----- 6i > ------------ � ---------- � -* � I z --- --1----------- - -1-1-1 " 4 1 _:� ui ; . : B -.7-1---­L----------. - - - - - - - -1-1-1 - � ----------- I ------------- --------- �----,�-,-,-�---..-,-,-�-�-,.---,-�, - I ---t-- I ----------- �: 1 ; ! ... � ...... I - ! I I CONST. t-T---A-'--.---,3--6-+-- - 1- - 5-.- -0- - I � I I I I i '---N I : I I 0 .... .. � i t -1-1-1 ---- I - ------ V-c S: 1 19+'31 , ! � � tii ->- ... I uj I I L i i C) a: U. �: I i ---- 0 -1-1-1--.---,------,- ; I I t : I -1-- - ----- -1--l- 0 M I z i � C) i � i 11 I i I I � i I I I --------- i ! ; � I i ; I t I w i ------ N, � z -1--1--.--- - � . i ! ; > > ; i � w i i - ------- I I B'Vq: 6§2.89 I i ! I I L I I ! ! -,-. I � : I ; I z -, % LL ; i z i � : I � i L I i � I i I w i ! i m I I ! m w I z I I ! ! EVCS: 1 20+ 01-71 � i ---� I . ! . I z '1--1 t z z 700, ! I � � I � i . i 00 I z i ; I i . I z i : ! i z . I _Cc -6- V) -.--.i ! � N 0 t � � � �- ------------ -I--- r---.-------1- t -1.11- ........ -.4 --------- - ------.------.- - ------ _,�!-�-...,-,.--,..,-.--.-�-����. ---- --- --l'...-I L. -. -- . . ........ . --,i-.-. ��.----- - ------- -1-1-1- ' , . . � i i � � I i I I j > I -- ...... ----i - � i --.-1...--- - ...... - ----- 7 - I � -'--------­-7 ---- ­­-­----�-------"---1-- ---,---, - - Z 'LO -,*,---,-,-------- -z' -- ---- -- I ------ � i I i 4��7 1 - -4 1 : z j . - . .- .. . .... � ..... ----.... .. I I 1 41 --- ----- --i -- ---- -- � . ! -j u- . - --- � ... .. . -, -- - - - - , - - - - , - - -9-5�%`,--- - I � -.- -1 . ... - ... - ..,-.,- 11.117 � i ­` -LL-- k � z I � i I I i EXISTI ; - - - . -..-------.-11 1� I ! I I T EVOE: 693.51 ,. - -'. �. � I-. - ... --- 1. I 1. 11.1-1 ....... . -1 . ... ..... . . I � : ; - --- ----- * -- ------- L - ----- � -- ------- - --- ---- �.-----------' i . � I i z i I i 0 -j - ....... - -....--,--..----,-4-- 1-- --,--- i �GFADE -�'� - - I + 11 jr! )�r 0 < - . t. - - -- - r-- - , - . . � - r-, 0 - ---,-- I I I � I I � i PV STA: 4 1 ; 2 I I ! I � 1\ � i a: � i , i i . � I I I I I i ; : I I i ! , i i cl� z w I : I ; i ; � N, z t z , i M CL I i i : I � i "" ! ; ! I i I I i I i ---� 4 : I I I � �- Z i I I i I I � i i ! � I I i - i q . I ; I I "" I I u i:p - ' i FILL At 967o'i I i i P V I - tt Lrp �' �6 4'a r ().---,. I ICOMPACTiO i I I �- I � i � ! . i , i cn z ! i . � I i . I TY ! z 0- r4 ;-- < I i , i I i : . � ----, I p I � ! i ------------- t -------- ---.- BEGIN' ICLAR�M ON T " LANE I � 1 1 1 1 . � -,--. -----1-1---1-----.-- ----- --- s ----- -- 4 --- --- - 1-- ....... I-- ------ - -------.-..-1- ... � --- ---------- -.- ........... -1--1 I ... --w &.. - 44 i I i 1 13 .1- I � . -- --- -------- I-,-,-.- - ---- --- � -------- �------ � w . I ! - ---- ---.-K.*1 -75-'.00-'-,,-/1 \ I -1 ------------- ( ----------- ---- ) --l-1- - --- -- .-�-,---�---,--�-�----,--�--,!.� ---- ------ I ------- I - ------ � -0 - ----- � ! I I I I _111_1__ -------- -f- I -------- N ---- -------- - 11 d ---- I i � -1-e-7j---r. i , ;.- : I (A LLJ i i I I � .1 I Lu 11. -- I- - i I t I - i � -, 1 1 5 L ------- - .. -.-,-.. �� i z ! z I :D �- . I i 2 � ------ ; . Ln I ----------- I --------- 1 8 :40.00 i % I I . ; i I r- i ---- I \ � I P: - % I I ; I � � > 't ! (TYP.) 1 -- -1 - L - -,-�11' � z � m I _ 1 'COMPACTION' ---- ------ - - � -----* � --- �:� -1 -------- � : -,---.Z-.Zl- - � ;! ---- -A im- &A I I --t I I z I I Lu u z < U I I ---- -----,, i I i � - L i I I ! i � < uj I -1 ------------------------ , GR DE �- it -j -z 0 af D . - -I-,- -- 4----- -,------,-I 8 , EX STING .--.i ---- ---. ..... . -- � ---- --- ,� � ------ � � ------ -- � . r-1 - i ,:� � � - -C Q N. S-T, - - 5-T � � - I 2 +�'6 2 � 8 - �-- - -yps ------ , �, 1-1-1-1-1- , 1->�' i , m � � . i I i , 1 15g, ! I ! i i I i i ; I q --l". I t I i - m i I � 1,,�Idr� 1 -- i � i i I i I ,,,-' I I p VUL: .2 � -1-06�. 1 1- : ! ! z -11) t 695 � � I � I � I -.,��-- ---.-, ........ - + m- -a- i ! ; I - � 3 i z i i � .-.-----..- -- --- I--.--.------- ; ! , ! ; �. - I � .1 - - ---- , .. �� ----------1-11 - -1-1- ------ --- I L- - �-- -- -- - - -1-- - ------ -- �. - - - -- -- -- -- - ... I ---- --- - -� --- ---- -1-1- -.-,..,-,, --- --.- i � ---I-- - 7 1 1 w F- I I i i --- ----- ---\ - --- � - z . - i i 1 i 2 1 1 1-1-1.11.11----l".. � ... ........ . . .. .. .. .... ... ........... - 1. � - - I I � - "" - --; -------. - I- - � - 4 I .. - - - -.1 ... --l-T -.1-1 . .... � � � ---;;";Z� -- --I'- - - - -- - -- - -- - - � i I 1-� � i I . _r Ln � . -.-,--, ... - --+ -..--------.-.- ... - .... ....... ---- � ... --. -.----1-- ............ .... . ......... � "�'�'L . ! � � i I ----. I ... �. I - ..... .......... . .... I t-1 � d Ln i I I I z ! . w - i L i I � � I i I , I I , e � I -- ---1-- I � . I q -M / I ---� --.-----f--------,--,-L ....... � ...... -- _. --- ----- -.- - -'-- - - ----�t --- - t . I I � ,:1. - " � ; / z i i i I , oil i i � I . I ,,- 1 i ; I N 0 , i . I I ; i i . I �vl , ,,�,, � i i i / i I I � t I i w 0 t -L - 1 ----- . -i . .- , "I I I i --1 -1.1 i � : - : I - � It' I F- -J I I t sp 1 1 i i I I - I + ry I � 1i � i � , . - . I - , - - I I / ! I i I '0 I I I I .1 . � . - - .. I I I - -- .1, � . I ; I ; ­­­1 - ----- L - - ----- -- ......... . +-- -1-- -.-.-1-----. -1-1-1.1-1-1-1-1- - -.4 ------- -- ------ ! / ---�11 I I � i --- 1 -.-�-+- ------- -1 - - ------- -1-1 --------- �'i - - ------ --l-1-1- y______ ... 1-1 --------------- � ----------- i ------- ----_1.1.1.1__ ---r-----,- i i i : . I I i I � --- I � I I I - ; i .. -I---- - - -.- - i. i � I � I .�. - i ------------ -- - -1 - - - - - -4- - - i I i � � .., -.-!---.------- -V--1---------- �-, --.-,�A ---- -- - -1- I --- � -N '�l��'����".�:-"--'-:'*:-.'-4-'----:--.��-�-.-"-".-,�� -- ---- --- --, -- --------------- ,- --- ---1-1-1. I --- ! � 1 � -- --------- ------ I --------- ---- �-,71- I .11 i i ---�, -0 � ! � . 1 - -- - I i ! i i i --- - --- --------- I - --- - ------- -.- ---- --- - I ----- I - I � - 1. - -..t - �.. -1 i f i .9870 1 -.-I : / / , I i 1 � i ! i � A 11 t . I z --�- ; � : - � I i i i i I i / I - � -- ---- --- I ... �- - - - I - I . - I � ---+---- , -, --7 I:k . , � I I ----- I - I , , � I --I - . ... ... .... .. -.. �il'- 111- - L.. . i I -- - 1!!::::::::::::::::::� -1-1--1 --l- --- ----�- . 15 1 � - 1-1 .- - ------ I. - - --------- --- --- k I - i i ! I i > - - t, - 11. i I � , i I I / ., -- - � : � 1 6i - - i � � / i � . I z . i z I i I - - 11 If" t 11i I z , I i'l - I I -'. - � i ! i � I I // . .1 . I I i - ; ; I , i I �, i . , I q --It-� z , I � i i I I- i � I ( i i � . I � . � I I I I . i I -I... � - , i 2 1 C; -) W ...... �, �1111j;� ii i i i i I . i I . I I I 1 -mz�---,--�.----� 690 IX 11-1--- K I ! : I ---,---,.., I ; I ; -.------ I i -- -- --�--..--,�--------..-----�-'�'�--l-'-�'--;�-"-'�"-'�"-�'�L-"�-'�-'--''-"'--'��-'-'- --- ....... . ... � ...... . .......... - ---T --------- - I ... ..... 1--- � i ! ., - . i i �..� � > , -- ------- -- ----k ..... .. - ---- --- - .-.-------i,--.----------------- � I ----t------.--.-.-.---------- . � I ; i - ----.--. ----r----------------- i , i i i i . -- -- � ,( , - , , �` ; I � , , i --.. - --,., ---- -------- --- -* I ..I./- � , I 1. - .. i ii I � i - - - ...... .. � ... ----- ... . . ........ -----t-.-,,- . ..... � ,,� --- -- 1 ,� - - .y_...,...,._ -.., .. . ---l.- .... ------., - --�--� ...... . � ....... � ---- ---- - -- -.--� q �� I i z I i i I I 1 "-----'-'-------- ,-.- I I I -,.--- ----- -- L- ---- ----- -- ------ -1 .-...--,.,. 1 t, I � , , � i I ---- - -- ! I � I ! � i I ! I � . -"- i ! i : ; z i ! ! I i -,.---..-----,-,--- - --- ----- ----- --4------- ---- - - I _., . --: ... �:,:- ... ....... . .. ��`�--.� .... -.1------ -.- ,,, - - � , , 4 , I i � ! --: . ...... :� .... =,: - I . L z i - .. . ... 1-.11-- U I � . I : I I . I : . i . !: I I I * -- � I . - i i � � I i I I " , I . I i i I : i i i i I I I ! I I --!�.'-, � il -- - / " I i I i I . � z 4 i , � � � i / i i ; I i ; I � r i i i i ! � I i I ! I � z z I PVI ST�: 25+50.00 � i � PVI STA: 27+05182 T I � i � I I I I I I . I i � . t i I i I � L I I � I ; i . i 4 i I 00, , I z I I I I I ; q i i � 1 , I r I I i L ; � ! I � � I � I . i � � I z ; i � z i ! � i . i z : I I I- - �l-,-.-�-�-.�--l-l-�-1-1-1--�-.-,-I --,----,*i--*---,- � t : , , i z I t , , i PVI 7LEV: 6194.51 I -.-.PV1-,-.-E1-EV-.. 4 .---..--- --------- -- - -11 ------------- ------- I z I � I I I i I i �, z : � / �, 1- 11 I - ! i : � : , --4 ------- - - - --- ------------- -------------- ---.- f - --------- ---- I I � i I I 1 ' / 1 ". e � ' - -� ------------- , ------ I ---- -1- � --- - --------- 1- - -.- - - -i-,-,- - - - - - -- - �---, -------- 4------------- -- --------�� ------------- t � i � � I � I I � "' / i � I I .-.- - -6 9- -Qb- ........... �- -- i- ----1 ------- ----- ------, -.- - ------------------ ------------ ------- - 4 ----------- - I --- - -------------- 1-1 --- 4- - ---- I - ----- - --- I � ! ; ' ' - I � ----- � --- - ---- -------------------- ----------- - I ---- 1-1-1 ---- 1-1-1- 11- ---- - ----- �-i -------- z i I z I -- - - � � ------ ----- � --- � . � i i z ! ­ ... ... 4­�.. L- i-- : t . I ------ � - --------- - 1-1-1 I �/- - - '11� " I I � ! : ' ------ - I . � I ; i z --- - A ------------ i - -- - ------- ! I � � ! I -1 ------- � -/ -- -------- ! , L � I i 1-1-1-17 ­- - ------------- ------ � t , I z I K: 26.13 ! ! K: 106.83 � -�,�\ 1 i - \ i, -j I I I I ---.-,� -.-1-1---1'-1';� ------------ _Vt- , / : I i i-,� i � � ! . i I i i z . I I i - �_� ,�-.i-) I *,-�L-L,) ; ,.i . � ! t i Acc-lf--` I -.1 � / I , Z. �j , [ : i i i : i z i i I i t i 1, , i i I � I : i i 2 r I I i . z ! 00 I � I i I i � i � . �- i � I � LVC: $0. LVP: 1 00. 00 i . I ! ; 685 . I z I -� i T � I ! I I z � z z i ! i i I T! �,: 1 / I I i . - i � N, 11 �"'�,' If �,� � � v 1 i i ;N I ! : : ; i ; � I t ! i I � I I - - I I I -1, . L i 2 � ! ----,- I -I--.-,-- .I. .11 �, 1. -z --/ i : I I I I . i f --,-- K ,`� ' - ,,� 1 1, � I t i i I � I � / , i i 1 BVQS: 25+1, 0.00 z .. --.--.... --avM.--2f L+-55-82,--..-.----,- -----.-.- ------ -"-- -,-,---- - - -- - 4 - ---4----.--.,---��---.--.--,--,-, ---, � , J 11-1 (.1 � � ; -.---.--,-.L ------- - ------ -.1 --- - I i i I I � . ..... �- ........... - ------ - - -------- I ------ -.�--------------- -------.-- - ------ I -------- -- -- i I -1- -.1-.1 - - 11-1-1- - I z I L ; i � I � � I - ' - ­ --- --'- � ..... �' ' � I I � I , I . . . .... . . .... � ---------- -- � - - , ---,-T-,----,---- - ! i i I I -1.11-.- I ---..--1..- .... . ... -- ..... ............... �. - -- .. . .... I ... 11-- ......... i i I ---....---.----.- ... I-- . ------.--.. ----...-1-.-... � 1 1 1 � - , �- - 3 , i 1 7-",- : . I ; I � ' � -) ('�u��IIINU 1 ...... I-1-1.11.1- ---- . .... L .-,-.-.--,.--.-,11...-.��l.-�---� - -1 - ------- i � i r-, -\p��,� - -.1 i [ - !,, , i L ,,-�L!- ------- Ir ------ , � - .. .. - -.-, ! t , F I Il- , ----.-----11.. - , ---...., ..... - � I q � .,...-. ...... i �- - , :), .-,.-- _ --.-,--.-1- --- ----.- t I i I i ; i i I BVCE: +0.00 §.4� i T ­ ; BVOE: 695.06 1 !� ! , ! f , I i , i I 1 - z � L i � I i - : ) i i I i I i I 4 � I ; '- - .�--�-.-'�-,','-7-V,,,,74, 1, ff z-.i N, I - - - --- -- � z i 2 1 --1-1 I I I i ; I EVCS: 25 I z EVCS: 27+55.111 I I i I 4 � i � 8" , � I : ; ; � : ! I 2`4 � LAI ; i I I ! I i � : t � i i � .......... � : � i i z I . I - � ....... . I ....... ----l- I --------- ------- I - --- ---------------- L ------ �-- ---- - -- ----.- ------- �- - ------- ----1 - - - - - - ------------ I , : ! i i I � . ........ --------- - ----- - 4-----, ------- - I----- 11 I 11 11 i I i I z � EWE 6195.31 � -------E.V.-GE ......... 6� -3..A.1 ...... . 1-1-1-.-,-,-,-,-,,--,-,-,- -,------i ! : ! -Ill, . I I I - -----1--- --------- - ------ � .---, -7-t - - -,r.l - ... � T- - ------ i - - - - - ------------ � i-- � ; ; z ----, 1 ; - � � - - 1 � - ..... ............. ---- -- 4- ,- � , I I ! ; i I I i I � - - - 11 - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . I . . , I x I , i ! I z I - I I 2 i q : I . , !:::. -1 ....... --.- i i � - -i - - - - - - - - - -- - ----- - ----- - --.1 - - --- - - - - - - - . � . . ; i -4- . I - - � ----- 1-1 ; ------- I z i i I t t I + � I 11.�� -- F � .; (I C1. 111. i . i � 4 -1- ------ --- � t I i , A--.- L:`-.-,-4---, ,-,-,-,-,-I -------------- --- * --------- - 4 i I - ---- - ... -- � ----------- --------- ---1 -------------------- - 11 -.-----.-,-,- [ ---- - - - - - - -+ - - - - - - - -.- ....... ---.--- I � - - z ------- � ) - (" vi � i I i - ,.-.-,-, I- - � --------- �---- ------ -- � - - ------ ---- 4 ------------ ------- T , � � 7 , , i i i ! I I i I i z I ! i I i I I i I I : 2 I 11 I ) x �� , I i ; i i i 4 I - Z.- i %,. � - 2 ! z ! 1 , � �z " G. V � I � i I i I I . , ,- 4 , , I i I i ; z I . i L ; I � I , i i I � i ; t L i I � I I � ., -- � i I . i � z � t ; � I j I ; ! � i ; I . � I ! i i I i i i � � i - - - - - - - - - ' ' ' ' ' ' ' ' � I - - - 0 6 �z I I I II I I � fn --4-� - '- � � - - �Ii6 �061 � I I �- �- I - -- -, � � 6 9 6 21U� i � 9 -�i � t l- � '1� I , , - I - -- � �11- � - - - - - I - I , I - I i 1 -::2� 4 I , , - -1 ,-� 9"�� i 7 1, r -- - -- ---' ' I L PV1 -- i --- --pV1 I K-. 1, LV�I , . � "I i I i i I . t 680 1 2 I i I . i I I I I i -..-.-----..-----.-. -- - ------ I . --- --- ----- ------� - ----.--,..-----t- � i , ! i I ; _I 1 ; i I--.------- ; I . � I I i I 1 --.--.-....-.-- - . ..... - ......... . --L 1--.--..--.-----t� - - -------- -.- --- - -------- ---� ------------ *,-"-,-------,- - - ----- --- - --- --------- ; . i ca ---1-..---1-.--.-. -...-----..---.1 --- --------- --- ---- --- .1-11-11-1 . . ...... --t t ...... . . I ........... - ..... .. 1---.------.-- -- , I I � ; ; � i I I I . ... - .. ......... -L... - --..-. - -- -- - t z . i z i z i -.------1-....1.- � , I I w ! -.-,.. -'-'-L .... � ... . .... - .... . .... �------ - - � ...... - I � , - --4--- - - - � - - 4 - - ------- ------- � -- ----- -4 -- --.----. I -1, - lx� i I � z I � I ------- 1-1-1- - I- - - - � ------ 4--------- --.-. LF. - - - L � ! , I ! �il - A F i I � i 11-11 -- ... ...... ---,--. --------I . ; ! � ------ -.---- ...... ... - .... . ........ --- -..-...-.-,-----t �--, I I'll- I - I , I I I I -11'" ( , . � I i � -.- - ... . ---- -- z I � z � , V, : I i --1 - ; z i ! ! z ��7, L i i z i ---- --.-- ----- i I L --.� � AC z i I i i z ; I � --t-----------, . .... i I I i I i q 2 � I ! ; i I L i i t i I ! i i I I t I � z z ,,, t . I 2! � i . z IN A`\ i R, I� 1, ,,(-, t , 1, , 11) \11 I i'�: !!- r"L 1-" I " I INTERS OF ! I I i ; i i --11-1 -- ----- * ---.---.--.-- I I ; --*-*-"- '' i .. ,J I \'Ht i i i ! : ; � : I �- . ; I � I I z I . 1.11 1. - I �. .1 I I i i I � : � I � m i - 2 1 i I i i I t , - I I I i 0 1�!7�6R ONTLANE& ' j. I z , , I z , , , � I ... -1--1 - -- -------- -.- - ----- - - j ---------- I , , ------------ ------------ --- � --- 4 ------------- ; 2 a �- (4 1 � i i . , , , � [j. �\',) 1,'K ,�� I t . ; -------,-.- ---- 1-1 ... ------.--.i ------------- ....... i ; ! � I I 0 --- -1 ............. . ... �---I------.-.---,-�-.,-.-,-.-.-,-,-,-,-. . I .-.-,-,-.-.-, ....... . -1- ....... � - - ----- --- �1-1-- -------------- ----- I f --------- 11 -1-1-1 ... -.---- � ... �- � I ! � t I z z I ! I Z - q . z � I I i i � z I i --1-- - - ------ - S-111""',�1 lr-'�.� � I- t I I ; --- I ------------ -j 60 IGOLF ORIVE ; i ! � I i i , i ---- ----- � - 1-1- , , � � 11 - i i-----------,--- -a-4 ----------- - - - - _Ey .-- ---- ------ - � - * --------- I i i I - Z -, , 1 1 � --!"------,�:j-1-!,-,! -r -7-- -�:- .-.-,-.-,-.-.----. -1-1 ... ..... -.- I --------- -1 ------------------ - I 11 ------ , I I [ I I i . i i 1 ---- i i 4 i i I I i ! I I- ,),- - - 11. ,_0p_ . ... . .......... � ...... ........... . . 4-1---l-L ------- -- -------- - - - --- - - 4 ------ 1� 7'��, 1-1 1, 'i."j ., I 1-1- -4-1-0-1- +---------- ---P-VI-JTA -5a. i i t- .1. � N,-� i I I I 1 0 i , i ! I i I ! I ! � z i ! ! I I - I . . I i I _ I i I � t I � I z i 1 Lu -i ; i i � 1 I ! i i i ----- - --- �- i ------------ I ---- ------------------------- ------- --i ------------ ----------- �51--- i PVI L + . ; . I I I I . 01 - 1F1 FV =gQc L6 � I i I i - - - � E�2i92 � . ... -.- I i I � I � I I � ! i --- - ---- -- -,----,-- - I I i z � � t I -.-1----1---. - ... L--- --.. i . i ! z ; , I I I � i . ...... ------- -'-T- - - I I � z I I � I I i . mom 1 Lu t--j ......... . . z ----.-...1-..---.1--,- I r w � z "a I i jai 11. 1 < :L,u I- - -- -.- ..... � ... � , ............. --- -x , "' uj i I I I K: 24.58 .1 .-Gq -L-LAI-GA-1-00 BVC�: 20-403-00; . 1 i , --..1-111---1.------ .. ------- , i . i I i i � : ...... ... � .... � ---- -- -- � - -- - : : I i z I � , i I .JYQ1E . ...... ALL ..... R - PRED041NANTLY I NOT MORE THAN � -,WA Y.- EMBA LNKM�N. 0 F SOIL AND 8 INCHES IN I T ... M. A ji'FR I. A L, �. . , PLACED IN 5 qE C I t THICKNESS BEF��E � C HALL... L als- .- CCESSIVE UNIF ACTION COM';7 /� I � i � --.- --- -, - i .." -.1.1..--.-1..-1-- RM LAYERS 0 VER THE � .. - I i i -.-----,-- L.- � - .- - - - .1 i I I I i t I ! � , ---1 - -- - - - ------- - I----- - � -.- i � I I i i I i i I i -- z V Ln -- .--.-m --- Q;+-Z------ k= :) < w �: _j -J z M (L I ! ----------� ---- "I----------,----,-- i i � � 4 z ! I I i 4- . .... . ... --- ....... I i z I I ; 4 : ; i I --- ------ � -- ---- -.- ------ ---.----� i i i i i ; ---.---..--1.---- -- - ------.-, , i i i � z � '- i i i I ----,----.--4 ---- -.-.-.--.-- � � t � . t , I � . i i -------- i I 7 -'-------'--- z i i I I � ! � -.��-�-.------------.----..,-..-��--- --"------ , I z i i � i I i � i .- t i t 4 � i I z � z I i � z I . 1. ----------4 --------- - � i 1 I i i � I ---1-1----.--.. - i ; I i ! � I I i t I 1 I . � . z I i. I . ; I z I i : I I I ! I I � i i I I BVCE: 691.48 i � i , I � � ENTIRE �ROAOBEO i AREA; IN ACC . RDAN�CE M� rH ! L 0 T ROA 0( I B AND RIDGE i � � i I I i zi -Z ------ ! i 1 - ------ ----- -- ........... ............. ; : ---- - � ----------- I i - -------- -- ------------- , I � ----- ---------4--------,-.-- .. , I I � � ....... -- --- --� ----- - - - - - - - --- 1 ! -- - - --------------- � -------- -- --------- ; ------ � -------- - - - - �� -------- --- --------- : -------- -[-- ---r- I , I --- ,-,-------.--,-,-,----I i i ------- ---4-- --------------- �- i ) I ------- i I � ------------ i --- - - - - ------- i i ; -1-L-1-1-1-1 --- ----- - -� ---1 --- I- -i z I � 4 -------- -- ..... . � 1 4 .- - - - - - - -.-.- - I I- I i i i -,-,- - -1 ------- --- ........ ---.- - [ 1. i -- ------ -� -- -------------- � i -9- [- --- EVC�- -?-1-t � -,i-00 - ------------- �a -1 I � -1 --- � --- --- -1 ------- : � � I ! I. -SPEGIF -TION-303-G4, �VA . i i ! I q - --------------- I ---- 4--- - -- � --- ------- I-� j I I ---- ---- --, 1--- ----- --- - -4 . ; i I --------- -, ------- I-- � ; I � ...... - � ---- ------- ------- I - i i ... ... . I ......... . 1-1-- - --------- ------------ i I � -:5--GJ-!!�--0 W �- p p ----- i i z , . ! i � I : I : I i i t i � z i z � I I I I I i ,M;k ,-A I i i I i I i I i i 4 i i � I I i � . : I : i i 670 , � ! z � i 0 =) t :) i i i I I i t � . I I I I . , I � ! � I i I � I i i I i I z i � I � I i I i , ---- --- 4-------- 1 ------ � ...... --- ----------- --- - - ----- � r z z I i� q ! i � i I t . I ! i z �- -1 . ......... . �. .. . ..... + - i z z i i z -.--- i i -1 i I I i I I 1 I i I , I 1+ - w � z f � t L --- --------- - - -.---- --- 11 � ------- - -- -- -- --- - --- -- ---- -+-.------.--.- I i 1 --- � ------- - - - -1 - - . ............. �..----.--.---.--�,.-------.-.----- - ------------- -1- ---.---.-.. -----.-.-- r- _...__..__._ -_ - -1 - , I , 1-.11.1- -.- .... - . . 1. .. .. .-- - J -.1-.1.1-1 1. -1.- ..... .. .. L.- ..... ... ..... -- ------ - - ...... . ...... I . . .... -L.-- -.1- - � +-- - - - - - - --.-.- --- i� i I ! i 1 i .. ..... . .... �: � - - - - -------- - - � - -- I -- - - i - I .. I I ...... - ... -- N ! i� nflh I - . - -,-- ---.1-1- - - 1. -- ........... � ........... Ln i I i I i --- ..... ... 1.-4------- -1 -----*" 4 i i i I i . - i I i - I : ! I t ! ! � i i i i � i � -- - -------- ---r � I � � ! - � 11--.1--.1 ---------- I -1 - I I ---.- --- -.- L----t ...... - ----1 ..... ... 1-1-1-- - I - - - ---------- ..... - ............ .- ....... . ...- - - - �----- - - - - - - - - ". - - 1.1- I ! I I ! i : I � I � : z i ! I I< z I I I z I : I i ! i I . I - . ; I i i I I i � I . I I i i < ! i I I ! � I . I i i � I z i I ! , I � ! i i i I �- F5 0 z i i ; I ! . � t u � � . : I I i i L I I i t i i � I I ; . I ; I . I i ! � ! � I I � � ! L i � � � I I i . I � i . � I . � t t I I Ln u u i I ; � ----. I I i I ! i -- - - --------- �- - - -- 1-1� ... I - ----- -.---,-.- k , I I i I ! I � i - - -------- --- -- ------ � --------- ----, � : ..... . -.- ... ........ .... - ------- - --- ---- 4- - - -- - ------- - --------- � . ........ �- -1 ------------------------- - ��---,-�-,----�-.�-�-.-.�1--l-l-�--�-, - -- -.- - ........ ----- - - --- ----- � ---- I -- ------- - -- - -------- ------------ -- -1---1--- ........ -- -------- � -------- 4 z I i I I t � . 1 i � ! i I I ----- ------------ --.1 � I I I 1 1 ----.--.----1 ----- - --- - , � : [ --1--1 ....... 1- --- -.- 11 i ! , � I , 11, ------------- 4- - - � --- ------------ 1 - ------------- --------- ----- - --- ----------- � ---- ------- -- - � - - - - �- -- - ------ I I - I i i - - - - ------- � --- I ------- � ---- ---------- I ----- : � ----------- I t i i i i � � : . I i I i ; I i i , --- - -------- ------------- 4- ---- � ------ ---- �, , � . . i i � I I t i 4-1 - - ----- � ------ - -1-1-1-1-1---- - - - ----- - - ---- 1 -------------- 4 : ------- �,- --- - - - � � -,-" I - --------- 1 ------------ ; I � i ! ! � i i i I I � � I ; I i : i ! i ! i I I i z � ; I � � I i i ----- -'r- -------- i � ; I q . I i ! � i ; . i I ! � i I I : I i I . z I I � . � 7 ; I i i i i I i � i ; I I i : I ! i I � , I L 7 i � i ! I ! � i I ! ; i I t I i L i I z � . � i : I ! q ; i ! ! I z i I I i I i . I � i I I I i i I i i i 665. I i � I I : . i I � I I I i i ; ; z � i i . ; 1 4 ; I I i I � r t i I I i i i i -j 1 - ...... -- ---- --- -- ---, I � i t , � i , . i ; i .�-.-+-�-�-1--,..--.--.-----"---,----i - ------- --- - ----- �- -- --,--,- --- - - --- ------- - -+- ! i ! i I I I ; I I � . ; -1-1.1--1 .... -.1 --- - ----------- -- � ----.----- ---- ..... .. - - ----- -1----- ........ . I ...... . � ... -- - -- � - - - ------ -- -- .... .. . -- ------ t --- --..,------- . ... 11 -.-.-------i ------- --4 i ! � ---- i t i I , � .I .. .- 11-- ... 1-- -1- - - - - - . i i � ! . , i i , -L 11 -1....- - -..- -.. -1 ...... -11- 1. -f-'- -- , 1. ---- - - -.- �. 11 I -4- - - -- ---� ! ; t - - - �-- -1- ! I i I I : - -- -- i I I I � � i ! z ; � i . I .....- .................. - - I z t--------- I i ! i i i I 1 � I .--11-11 -.-.----1-..--- --,--, ...... I-- I! i ---- ........... � ----.---- -- -.- L - - - - -- - - -- - � i ... ..... - .... . � : , ! I i 1 4 1 z i ...--- , .--.--,- - � I i � i : ! � I I I � i i i ! i I T * - - - - - - - i � - - 11 - - - ---.- - I , .- .. .. .... - ......... - ... . .. -- . ....... , ; � ! I i I i z i : z i --.------ - - -- - - - , , 4 i I i ! i $ i i � - - - - .......... 4-.- --- - . - � .... I I i - ---.---,---- � i I' - - - - .. - T � I -.1- ...... � � - - - -t - --- -.-.- z i I I I z � I I � i i � � i I � t z i i I : . I I I t I I I i . t i i � t q I : i ! � � i I ! I i ; : ; ! i i t ; ! i I I : i � ! � I I 1 1 i i i I . I � z I � � � i I ; I 1 662 . � ! ; i i i . : . ! I i i i z I . ! i z i I ; i I z i i t ; I I I i i I i ; I I i . z i i : . : i � ; ) I i I I I z L i L ! i L ! I � . I . i I I I I � : . ! I --- ; I I z I ( - I i t I - � - - i -- - - N 00 PO N 0) r� 0) N 00 - N 00 00 rl- 0 cl-A r- ,0 00 0 00 0) 0) d) 0 Ln N-) . 1-0- I 0) . n 00 . cy) 00 0 c� 0 4 00 . . 6 � to It r- N (.0 Ln �c . 1.0- . N . . � (0 Ln m 00 r- c� PO . PO . C14 . 0 . LO . LO . 0 . LO . ,j- ui 0 c� N 1,j co c� Ln ,� 6 ro 1� . 1.4- . LO . 0) . N CO 0 C6 co wi co vi V) 0 -q- 0) 0) cn - 'm � m 0 0) 0 co . r- w r'i n (D 4 cp 6 N 6 0 0) (n 0) ,q- m 0 00) cp (p 0) 0) (n 0) . �t 0) r- ,-� 0 t.i 0) c� Ki 0) 7D to 0 0 m r- 0) r� M r11 ,, (0 (0 co (0 co (0 (-0 w (D r, c6 cy) CO a) 0) m m m co 0) (n C" 0) 0) 0) r-, M r- m rl- m rl- m Qo m co m (0 M co (0 to to (0 CO (O 00 CC) W (0 w CD QO (o (D (0 (0 (D �0 w (0 �D (0 to (O w Q0 (O Q0 (0 tD w (O (0 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 - PIAI STA:11+75-00 I ,-,--� PV1 ELEV-69,3.96 PVI STA: 12 +75.0 -j >- A. D.: 3.07% < P� -3741 P V1 ELEV. 696.5 0 K. A.D.: -3.36% I= Lu , VC LENGTH: 115.00' K. 20.85 M X. �! 0 LP STA: 11+36.21 Li `111� VC LENGTH. 70.00' 0 LP ELEV- 694.20 HP STA: 12+93.65 1 --- ----------I-- I HP ELEV• 696.32 i � --T- - I � � � I ! ! 0 �0 I i ! � . ; , 6 n I . , . i I i i I ; : ! i -- 1 6 L0, I I I I � i i i ; ; I Lf) (a i I I ; i : I ; i i i I i to N i 0 CN 1 1 � i i I tr) 1 ; . I � i i � - i ! END OOLF DRIVE , r< 'q- I : ,r- 0) I 1 ; I I . I I i i N * * i I � I I 20---- -1-1-1--1 .... 11 -.-- 1----t -- ------- .---i -1-1- - - _- ,--- r..._. - ... - ........ -- , -1-4:::�52 i i i lc�N d �6 700 1 � ! � Cr) .... . .. - . 0) +--�a---I- - -- - - ... +----------1--.. � � i� I I - I !TONS�.---STA� I . ----------4---------- ----------+--- , � I I ! t +-,-(o I i . i ipn I I i f I I I i i t � ! � . (N •Q � LAJ � 1 Z w - : i . V-- I I . - ! I I,:� S� 1 ; FILL AT 95% I i i I i ! ; i I . 1 I I '* ; . i i I , � � I I I , �J- 10 , ' ! . i (� �u (f -Ttoi -------- 11 -- --- . I , - ) I -- -1- 1-1-- - �- , I I c I ---------- - - - - -.11 --- � - -.- - A C.O..M�A-C . .. I --.--,-,-,-,-,-, - -1-1-1-1- � Q) "I . --I--,- -1-1-j � i -- -- - I I --- 1------- - - ----- J------ 14 -.- ------------- t ---- � -------- ----.--------L - -)- t :5� ------ ; ---- � i . I . I i I t I i 51- �Ql N , 1 ! � I I I I I I (TYP.) i -----,-I ----------- q 4 1 i I ! � ; i i / I i , ! I ,�k. -- -ill ' I --- ! . . - i 11 I I i i ! I , I - / : i ! -- - - ,- - I - �-- - izt - ��---- � �' 1 .78% 1 I I I . I I .. . � i i : - � I 11 11 -� - -I i ! . �- - � - i � - ; - � I � I I i I i i � I I 1---l- 1 1---- ... � ..... - ..... � ...... ---::::!�..-�-- -- ---� . ..... I.., ­--'- - -.. 695 i i --------1,--- -.-..,.-.--" 11 . -I-,----- -.---.-.-- ..... i....--.--...1 ... -..- .... .. . . 7 .... - ---- . ....... I � I ......... ..... . ... .... - ... -..- -­ * ; --,--r-- � ..... - ----- --- -- - I � I I I . I � I I i EXISTING - ----- +-G.- - : - - -, , ---- - - i I � 5(Uy* � , i T", i : - I- -- - ! -,- � t , ---7--- 1 i I I � I ; I i � I \,i "., I � 1. I : � � . I � , -,-. ,- - � � �, - ,. . � i � i i i : � ; I � I I i ! ! . -.- - i - -- � - I 1 i , -1 . . � I I � i i --... . � : , z , , - z: ! I � . I ,.. 'e�, , � ----- --- -------------- , 11 _._.1_._._ 11____1.1__. -- --- ----- ---.- 'j ; .- I I i � - ---,� ... �----:--�-:L,�.-:-- ­4 r -1 ... lt�l , ---------- -i ------- ------ � . ...... � ----- - ---- � I --- --------- ,..,-:,-.-..-- 11::::�.-::.---.-- --.- -- - . � �11- ---- -- ------------ �-- i ----------- --------- -- --- --- � -------- ! I .--t ------- I ---- , 1- ,.�. ,1 , i 1'� - -�, I i ------ I i � ; -.- -- --, I -'....- - -- - -, � i ;1 " ! w � � � i i . . .... i . , i . I 11 � - ! R i . - , il., - I � I t ! I . - -- � -1- ! I . I I � I i I ; i-- - - 1� - I i I------- i � I t--4 .1 � . i ! 1 � ! . i � i i I I ! i i i - -- � - i X " " " R � - ( 11 ` � I � : ! I .1 -.1 - ! � I i Z, i . �8 1 i - ! i I I . ! . , .11,11. �. .-I..." .. -, .... .... . . -- -... -- -- . .... _r i ' i -;- - ) I , z , . � I , I . .-- " 690 1 . BEGIN GOLF DRIVE I ( .. .... �,.,---,..-.:."�..�.��...,--..�-..."�'I i � , -T -11.1-- ... , 0, --"- - .... i ! -------.----------- ------ -.1.1------4-,---.4L4 . . . . ........... . ... t---- -- - - I ---- 1--- . . ...... -, ....... ---- --I- '--.----...- - ....... �. I - --.--.- ----,-f - - - - --*-. i : � 12 �,'�",-'-�ll-l�-,,���;-�,"I " I , 1 : i . ; � . , � \ I i I ---1-1 1 CONST. STk 11+115.00 I : I I ; i : i i 1i r v.1 I I ; I � I I � . I i i I ! - i 1 i � I � 1 i I ' 2 ,� . z I - I � i I I � � i I ; � !, ,,,, ,�4, I : i I i I � : � I z ! z I : � . . t � ---- t --- -� �-Vti ----------- �1---- ----- ;- - - , - -------- �,,! ,--)� --!-,:1-,,-- - I � j, z -y i - --A-'.'-,--,'-' I . I I ------.-1-- ...... 1 ----- - � ... -- .._._._1{_1.11 ---------- jo - --.- - - - � ------ �4 ----- -- -: ---- ----- ---- -------- - _ -, ------- �,----'- �- I � , i --------- ________ ... ..... . . � --- � � - ---- , � . I � I � i . t � F ---------------------- � ` i "BE.K.) 1 i i I i I I I i I i I � I � I ; ; i 0 1 i : i . I W i I ! i � � � � ! I LL 1 z I . 0 ca I i I i I t � : I : ; 01 � I I i Z I i , I : I ; i I Ii : i . ... I I.." ... � ... - ........ � ....... ... � - I .1.- .._....... ----� ...... ---- i i � i ---...4..- ... . ....... � ....... . ---T...- ....... .. .... - -i - -:55 , - - - ; 685 f ! - i i. -, . ,*---- -------4---- -------- 4 1 1- .,,a -- - ---- - - - - 4 -- - ------ ,�--- ..... .. � ........ -; ...... ............. - , -- - _1___111 .., Z I I . ------- I -- - ­- --- -- -'--- --4- -- - --',----------1-- ------- -.-, ) � 0 Ica I � T 1� U I I 1 , I : ; i I I �- I I t - ! -- i- - i : M�,\ Il 11 , ,-, , , , ; I ( I 1! i I � 1� . 1 LLJ i i : i i i i � � I ) I . i I ; x LLJ � � I , t--'F',, 11- ii N ,-,�., A:P: -"�� 1; �v ��, ;,' I )N ",' ��\! I : - z ,;r� : i ; � ; LLJ > i ; 1 ! -, '�'! I �-:> I i i . ! I r,,� �) ; i - 0 cLng � I . i I I I � � z . z j k ; � u i I i .-I I ; I , , , p 1 " *,, r, j� I u- FX i i . �,,.�t, ,,,,, -'-\ 1 UJ w M I i . ul ; I i i � I I - . 2 ------- .-,,O -- ---- ----- 11 --------- --� --- -- z . 0 1�11---. -r' -' 1 -1 I i t -1 , t �) , � i I-- 1. I'. � 3 . � � ----------- -- --- ------ -- --- + ----------- I �, 't, i 1--� -� f -,- - - I- I I -,'�j - - ��-'t - � � I -U)- "cy LLI Ill I : I z : I � ---------- J ,�,,\ -�,, - -� -1 il-! - ----- -L-'-. -- 11-1 I I ---- .a-. Z ----------- � ---------------------------- � J ---- ---p�- I � ------------ I ui I I � i � LL M >1 t I I -,-,----- : : = . i � I i� I . i I � W� � : ; ! � � i i I ; -.:� Z) ! ; ! I � Lu I i . F- : . I ; : � -j I I i 1 � < ! I I i : I � I - < Lu i I : k i : z I � i ! I i I i I i ;0 -j -i I i i i w Lu i i i � i : I I I i - ! ! ; ; i i I I � ! . ! I - 0 U Lu 680 i 1 j I ! I -j �- Q� ; � : -, - � � --- - �- ! 1-11--.111.1-1 -� - , .1 - I ; -"- - I-, . .... .. ... -., I ! . ,- -.1.111'.. -- .- - ... � ..... t. - � - - -... I ; T - - ----------.-; - ------ ------ - -- - - - - - I i � I ---- - 4 q . z i � I --i- I - -I . . i I ! i t � � I I : : � � I z i i i - � i I I I � I � i I - . !I � i I ! q I i i I I I i ! L : i I ; I TE: ALL ROAD EMBANKMENT MATERIAL SHALL CON$IST I i ! � : I � i i q I i i i Npi ; _�Y EM � i i ---- -- -- --- �. - ----- - - � � I I i - -SGIL - -,#ND - -BE- - PL- A G ED -i -W - -SOC�E-SSI VE �,'UMFOR#---L-A -YE4?F- - - - - ---- i � ---- - -�, ----------- � I -- ----- f._,_________.j ..... ........... ­-f - - - --------------- 4 ------------- f ------ � ---- �----- � --FIPI&�W NT,L.-Y--OF � � I ; ! � I � i---.-- , : ! I � -t EICOMPA�TION OYER THE � ; � N6T MORE! THAN � ! INCHE4 IN THI�KNESS BEFOR . i I � i i : . t i i � i i . $ 1 z VOdT 2007 !ROAD AND BRIDGE �; i ! i � ! : � : � I z i ; E�,TIRE RO�DBED AREA INIACCOROANCE 41 TH � � , ! i � i I . . � i i ! I I I I i I i I ; I � ; . 1 ! i L i I i i S,d,ECIFICA 17ON 30J. 04. � : I I - - �. . , .. � -.-,. ..... -.- I I i I , � � 4-­-­-­.----- --jF .... ... .. --- - .... � ..... . . 4-- -,-, - - - - =� - - --.-- -. -- - - 675 1 i i , , .... � -- - ---- -..A...-..-..---..1..-.. - -----" --- - --I.- 4 -- -- --r ----------.1 - I - - -... - -- � -------- --- --.1.1-1- - - Il - -- , , - ... ; I : -1'--L---.---.-1-- . t -4- - - - ...-- - i 1-1* 11 I-,,*,-,-- -- - - `1 --,- -,-,-*, - � . i � I z ; I t I ; i I : . ! . , � I � I � i : ; ! : i i � I i I ; i i I ; i I . i � � I I ; i � I � 1 I I ; . I i i I i I � ------- I --- � - -: � - � - -- - --------- �-i ------- ---� ------- I � i I � ----------- �, - - --- ------- - ­4 ------------ � ------------ � i I I I --------- � ------- � ----- - -i-- ......... . I ... .... -7- - -.-.- - - - - - --- ---�11 ------ ,-.----! ------- --- 4 -------------- 11 � - ---- - - ---l-I -------- t ----------- - I � ---- - 1- ------------ � r i i I i ! ! � � i � ! i z ; I i I q i � : ! ; i ; � i : � L 1 I : � I ; I i I I � ! I 1 I i j ! � � I � i I i I ! � i I i i I � I I ! I 1 � 1 i i i ; i i I � : i . ; i ! I � � , 670 I I I . � i i I � , � - .1--.1 ....... .... ... + 1-1-11 1. � - i ... - .. ..... . ... --- ... .. , � I -.- - - -- ... .. - --- .. .. .. -- ...... .. - - ---- � - I -- .... �--- - i- --.- -- ---, - - ­-, -- -1 --- 7- I - - I � I [ : --------- � . . ....... -1-,.- ....... - � I I 1 . I I.. I ...... .. � ...... ---.----I--- - - -- -- ----rL-- --- - - - - +.- - ------ � .- --- . ---- � - T I � I i -"---I - -I- ---- -- 1---- - I � i � : ; ! i i I ) i i t i ; z . I z I I ! I I . I : ; i � i i ! ; t i i i ! r ; I : � . � i � � . � 4 � i i ; � ! : i ; . z : i z . � i i i i I � . z i I I i ; i I i � I I � 668 ! � i ; i ! I . I I � I i ; - I i � - - I , L I ' T ' ' ' ' , , , _� , , ,_ - "F _ -- _ C I_ -STA , T L MA , , SAT , 1- 4 , T ' -4 C_ - 9 i i , T_ Ty , , ( � _ , .78 _ , , __�_ _ _ _ _ _ , � _ , , , , '. � . , \.i � � . , , , , _ _ _ __, , � , �"r v .,� � i i It r- - It Lr) C) (O > > 7 0 0 r-() 0 0 0 0) c� ul) . - . 04 . r- . 00 . n . 0) �i H CC) c6 c0 4 (.D 4 (D Lri �0 C6 a-) Lci Ln xi .,I- ui W LLI 0) 0) corn 0) 0) ()) cy) cy) 0) cy) 0') cr) 0) �D 0) �D 0) (0 (0 (0 (0 �D (r) CD (0 0 CD (D (.0 Q0 (Qo (0 C.0 I LLI LL- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 . GOLF DRIVE I CLAREMONT LANE I 50 0 50 1 00 FEET I I i I 11 HORIZONTAL SCALE: I"=50' 5 0 5 10 FEET I I i i mmmm� VERTICAL SCALE: I " =5' - PVI STA: 10 +75.00 PVI STA: 13+50.00 P V1 ELEV- 689.40 P V1 5 TA: 12+ 00. 00 PVI ELEV-690.10 PVI STA: 14 +50.00 < F PVI ELEV- 693.355 A.D.: 4.17% PVI ELEV- 692.101� - K. 2Z60 -*, "'�\ K. 26. J8 / A.D.: -6.81% -i >- A. D. : 4. 1 71'o C-) /11 A. D.: - 5. J47o F: W VC LENGTH: 110.00 ' K. 12.49 cc 2 VC LENGTH: 115.00, / K. 23.42 �! 0 0 / H. 125. 00' uj LP STA: 10+45.1 ",/ VC LENGTH: \ / VC LENGTH. 85.00' LP ELEV-689.8j HP STA: 12+11.68 LP ELEV- 690.67 HP STA: 14+32.47 ------------� HP ELEV- 692.55 ----------� HP ELEV• 691.50 1 . . I I I r i I z (z) cy) 1 Q) i jo I i I � i i -- i ! 1 (z) N I i I-E ! i i I � Lf) z I -1 I Q. 51 : Q ,z) 1 ! i i I I V) C) i (Z (N � i � i I : Lf)Lr) � rN I I , i z I i I Lr) (3) 1 4 I z i . I I � i i . . i � 1 1 1 i 4-N i i I I % I p< (3i rl� I i i N N .-� i - ,,�- I N (zi . � ' i : i i t c1q - I ! . I 1 700 � i ! I t i 0) (:� I ! . � 0) M : 700 11 ! V.- z �,)n �0 0) , - itz 20 ------- -- - ------- ------- --1-1-1-.---.---- -�O- - - - ---.-.- � - il--- -1--.4 . D....-.-----,-.-. ---- -------- � -------- 11- , 1 " I z . i -- - ---­--.- ------ �- 0 --- - -,_1 ------ -1 ----- -----------,-- I - --- ---.--.-. ---,-----_ - ----------- --+� -,-.----, --(,O-.-,---- ,----"---'------i'--- -4-4 � + . : . : . i I . z . � ; ++ , � I + I " - � ! -- + - -�d .. � .. i : i i i , � LA4 I L, * I ! i ,,-- Q ! j i ! i i Q) * * ! i i I i N L�j 1 ON 1 - . 2 "-N*- Ui i I i ( L, i I.- ,:� U : t : -(j I i I , u � z I " . z -j ! i 1 1 1 i I L I z I �7 1 � I i � i i ! ! i i I i t 1 6ic� � I (�j �& 1 (� :� i * i (�/ C6 , I i i � &i 1�j, i : i !FILL At 95% �� I +------.- - I ��-..,.-��.�.11�.�.,�'ll'-�.1111-1-1�,�'ll,����..Iil.,.,�� ..... ( ---1------- -- .... i % -111--.- ...... .. ..3.,.,.._...._ . . ... 11-11---J -.1-1-- ...... ......, --- I" - -- " , --'-- - - - - , -- - * i �& I 11-1-1-111--.1- - --- ----.- ...... . . -- ...... 1� 1-111 +.11-1-1-.1-1-1-1 . .... � ... t 11*11, - - I , 1- I I.- ..... . I i (JIj. .... 1---- ..... ... - .... - ... �--- --,""..-C.�- ..... . -4 _u . . ..... �! : QIQ - --- � 4----- --y I . i N, � ! : ! i � ! � I i �> I � i I q us - ` I � - I c 0 m p ­C Tf ' Iq ' � ... � ­-'-­­ i � � � I I . t � i I . I � i I i I i : I ! I L I I I I ! ! � i � I i t I ! I I i i � T I I(TYP.) I I z � z i i I z i I i i I I t I ,�XJSTING 1 1 i t : I i z i ; I z � . i I � i i ! ; i 695 1 � � � . � i I t 1 ! t . I i I � z i I -- - ----- -----.-.-1---.-.-----, - -------- ��,---- ------------1----,------ ------- -------- --4------ , � I ---- ---� 695 GRADE i I I : L - ---------1 � I 1-1-1 - - -- ------ - - -1--4 ......... ----1---1-1-------,- --- ----- --- ----.--I-.- -1 ....... .. - --- `-1------- I .1- ----- ---- -�-.-,-�--.--,-,-,�,-�-,-,--,--- � ; , 4 i i . � I T i � I I i � ! i z i : � I i ! - I ---------- ` - ----------- i I : i ; i END UPI-MID DR VE � i I . I ! i i i i i I . . , % : I � I I I : . I : : ! � j ! i I I i ! ! � i ! : i TA. 14--48.00 i z . i � z i L � i I CONST. S . . I ; I i i r\ L i I z i I i i ! - 4� - - , 4 i i i I I � i ; ; - _ i ; i � t � i - -1 , __ ! � I . ! i ; L i - � -- -----11-1-11 ..... . � --� ---.- I-- 11 -1 1--1--l-1- ........ � ..... , _ - -- -1 .. .... -- i ---------1-11--------1--- - -+ 1-1- - : ; I z I ... - ... .-- .... -.-- -.1-1-1 ...... ........ L ...... ..... ---+ - I i. I -111-2-11-1-11-- - ....... � .. --- ....... . � ...... --------- , t , - - ...... .. - . ..... -- � , - �. " ". - - - I.- - --.- 1. "....- 11-1- - 11 -11.1- - - i � i I i \ z ! 1 z . - - Z. 175r � � I i i i . : : i i i - i . ! 0% 4-� �� , I q � I �j 0 z 7-17 0 1 2, 0% -1� I I i q i ! ! - - -� 11 ; I : -Z . I i 7/-/- 1-� - -- - � . z - I � - - i , -2 i 1 1 --v, - - i I i z : t I I . I- I i z i I I 1\ . � . I i t I . -- - - i ! I j -- , I I? 1 690 z i -1.0 - - - - � . - z . , ! � ; I I I ... ... 1---- --- - - ----- - ,-----�-�-1--l-l-,--.-.-,-.-.-�---.-----.--.--�-.-�-�-��kL-,----�--.r----.---� ,-,----.--,--. - - ------- t 690 1 % I i ---1-.-----.--4-- --- ----- - ---, --.-. -----1----- z i i --i-1- - ----I- I ! I - ---��-,--- ;�� i I � z . � -------- - -- -, - i ! I 7-5.-1--- , - -------- --k- - � --- ---- I ----------"-'-'--'-- I 'I gai--� I z � i i � I % I i I I z ! z ; -- -r - I I ! I � � � I i z INT SECTION OF ' -&- � i , i , i . . i � I i i � I I �,--- 11, ,-------411L. -z - � -7--7 � , --- , � , , , , ' - � I , , , , , , , I ' , i ; I . � i I z � I ' : i : � � I ! ; i z I ! OLD �RAIL DRIVE & 1 1 . i � i 1 � i I " i I . I i . I i ' . ! ; 11 � V4.11-1 \� � I i I : � .. i � 11 i i i � 1, R 1 .... AE-. Ai��"f��h-,'(.')"L-E UN(-')[]R t i i z i i z i i I , IP, i --1-11-1- UPLAND DRIVE 1 1 1 : - .... ----- ,�I.I.I.�"...�,.�.I.��.",�.1-1. -11.1-11 I - i i z i 1-11. -.-1.111-11 ....... -11-111111.1-1.11111- � � .,f � k I � I-- - -1 ..... . - .-I.- ---�!-.-- . ....... - ... .... ------- ... . ... ...... . -.------- . ..... ---- ... - ----- - -- � .... .... ... . -1-1.1-1-1.1-1111-� -- ----- 1.1-1 - - .-I - , I ..-- -1 z i ....... ....... . -- --- .... . ����."",�ll,",.�.I..",,�,���lI ill � - �-- - - -- 4 i I _ -.1 t i I � "K 1,�� i I .--, I .... --.1 ............ --� ... -.- i * I v I' L I 11 "' i i I I i t � I t i i I 0I.-J.) JML, H! ... O(l, -1) ! � z . . � L i i t ! I ! t r . i I . i � I � i ! .1, I i I i i 1 4 1 1 ! i i ; � , , � I i ; i I I I I �,., I i i i � I : . ; . i ! I (-' ON �.�.') I IF` �� )' ("', 4 ! -0 " 1 !t", L" 1\ N I i � 1 $ ! i L I � � I I : � I i i � ' i i . . i i � i i I 1 685 BEGAN UPLAND DRIVE i ! I i I i i i - 1685 I ' I � i -.- i .. I 1. - -----.--.--.-.1- --- - - - - --- - ------------- --- --- I - - - ------- --L- ... ... -- ........ 1---l-1-1-1-1 ----- �- -------- ...... 1-- --- --- ------- - � ---- ------ -------- --- - --- I -- 4-1-- - -- - -.-,--- I ----------- � ---------- - I I - Irer ---1-------- -I--,- - - - -, - - --l- - - --- ,-I ------------- I,--.--- I i i I . I z . I i � � i C0NSj-.---STkF--1 ; i I ; I i I I I i i I � q � i I r ! z . I I i I I I I i I I . i z i : t i i i 4 ! i z i . � i . I i i � I : � i � I � z z I z � ; � LLJ . z i � i � I ; i i U. i i 1 15---1-7. � I � � i i i i i i i i i i � ! � i I i t I z ! � i � ! i z i i � i . I I I I I i I i i z I z i i � E i � 0 0 i . i I I I � i � z � < - I-- ....... -- � .. ..... . ....._.. -F. -- ... - ..... .. . ... � .....,.......,........__I 4 . � , I � --- .............. ---11.11.11 I I � ; I - I - - � - - -- �.. i 1 , - .... �, � .... . ........ -- . . � � �- ... - I. - ... � ........... . .... I 4 .1--1.1 - 1 'I ... I ... ---' 'L - - - 4- 1.11-1 - -- -1.1 � . . - 1--. -, .. - - - - . . . , - , --.1.1 --- ..... -t- 1*111, - 11 I'll I I : ,:j � I - - - - L r - I-- �. "I'll .1-1-A ... ... 1-1-1- ............. - - - , i -.-- - ......-I.-I. - 4, ... - - - I- � Z�� i � . , ! i z ! -% - . - � * , fl- I I I I - .I I I i i 1 . . I � i , ­­I. i i I I 11 I i I q I : z I t ! ! i ; . i I I i z ! r- p ; � i I I I q i I : z I I I . i . . I � i I �- Z ! . I I i NO�E- ALL ROADW4Y EMBAINKMEN MATERI�L SHALL CONSIST i i 1 ; : ! i I . � . ! ! . i i ; I u I 1 680 � i ` ) 1 i I 680 ! ! � --- PLACED tN SUCCESSIVE VNIFORM LAYER A I z . , PRCDOMINANTLY OFr SOIL Al AND Bi i - , " -- .--jz-----,-----------i ----- - 1-1-1--t- - --------- -1 -------1---1-1�- --,----- . ; � � _,__,_,____I ! -.-- --WT-&fORE-t7TT -IT'-B'-WME-,;!�-TlV-7R7CKN=--47L7:-19):?F��CU,Wl:)ACT- ­ R' -- -f--- ----+----I,--------* z � I � -4- ---------.-.-.----- ------- - �- 4 UJ 11 1 1 1 , i ---*----*-'r A I ,ION OTT7TIE i I i x Li . i i i ! i � i z 3 ! I i . i 4 - � N i I I ! EN IRE ROADBED AREA IN ACCORD4NCE WITH VDO r 2007 ROAD AND BRIDE i i I O� > i ! I z i � I � .0 � I i � I . i Lu I I � . ! ! 1 � ! I _ i � �- ; . i t i I t I W� z : < uj 4 . . : z i I z . � I �CIFICA TA,10N 303.104. t i . i i -i ! i i i I SP � i I i i LJ.J 1 ; . i I -! � I i i ; 4k id - j 1 1 4 i i I I . I UPLAND DRIVE I op'>�11 I I, ;;- SCOT�R', COLLINS�Z No. 35791 � � � 0 ),I �,l ) ' Q*,sl ' C 'l�e -11w IONAL VA; r Lu z � w z Lu z w ul z � J i 0 u 01� V-14 r�- r1r) I M 01� (N4 -10- ry) -I- I (114 C) C� CIIA C',4 <� > , W 0-� 0-4 ►-0 �> C/� W� 1-0 1-0 0 ►-� 1:4 IFW-L1 Im i-q w W P4 F--4 C/) 4 0 Cif W -L4 .10 �4 W 0 0 00 �- z Lu 7- 0 z Lu 2: < Q� 0 z 1-4 c I Ln z 15 CL 0 < 0 0� I- V V 0 co -j IN uuj V1 < m CL (uj D 4� -j 1-4 > -i P-4 9 �- Q U-1 -i F- O" -i uH Lu 0 �- rn Lu 0 LLI r CL ul) JOB NO. 02002 SCALE 1 -=5, (y) 1 "=50' (H) I SHEET NO. R-2 - - �'vi 0, c�' c � V) uj �- �- -- :;;�. ko z !;i z -, 8� --- I ":, 00 " 5 LU W -4 2: X W I - 0 O u u') J < 2: r- 0 U Lu �- 0 z Lu Z - 0 z � & -i fy_ < m: & 0 0 � Lu CL Lu uj CL v tL ca > (A IM4 Lu Lu W < > CL 0- � �- Lu V) W < Z - > ui w ce Lu z � w z Lu z w ul z � J i 0 u 01� V-14 r�- r1r) I M 01� (N4 -10- ry) -I- I (114 C) C� CIIA C',4 <� > , W 0-� 0-4 ►-0 �> C/� W� 1-0 1-0 0 ►-� 1:4 IFW-L1 Im i-q w W P4 F--4 C/) 4 0 Cif W -L4 .10 �4 W 0 0 00 �- z Lu 7- 0 z Lu 2: < Q� 0 z 1-4 c I Ln z 15 CL 0 < 0 0� I- V V 0 co -j IN uuj V1 < m CL (uj D 4� -j 1-4 > -i P-4 9 �- Q U-1 -i F- O" -i uH Lu 0 �- rn Lu 0 LLI r CL ul) JOB NO. 02002 SCALE 1 -=5, (y) 1 "=50' (H) I SHEET NO. R-2 - - �'vi 0, c�' c � -, uj -- :;;�. -- -- !;i r� �, -, 8� --- I ":, 00 " r1i -� Lu z � w z Lu z w ul z � J i 0 u 01� V-14 r�- r1r) I M 01� (N4 -10- ry) -I- I (114 C) C� CIIA C',4 <� > , W 0-� 0-4 ►-0 �> C/� W� 1-0 1-0 0 ►-� 1:4 IFW-L1 Im i-q w W P4 F--4 C/) 4 0 Cif W -L4 .10 �4 W 0 0 00 �- z Lu 7- 0 z Lu 2: < Q� 0 z 1-4 c I Ln z 15 CL 0 < 0 0� I- V V 0 co -j IN uuj V1 < m CL (uj D 4� -j 1-4 > -i P-4 9 �- Q U-1 -i F- O" -i uH Lu 0 �- rn Lu 0 LLI r CL ul) JOB NO. 02002 SCALE 1 -=5, (y) 1 "=50' (H) I SHEET NO. R-2 - - �'vi J } Fw �l o w c� 705 700 695 m 680 J J W W WU- P STA: 11+4Z 4 AYEMBMKMENTMATERAL P / ELEV.• 690.9 SHALL PVl STA: 12 +94.70 CO A.D.: 5.02% ON P W ELEV.• 695.554 MORE K: 9.97 Sel� INCHES A.D.: -5.16% V LENGTH. 50. 0' K. 29.07 L STA: 11+J8 99 VC LENGTH: 150-00' L LEV.• 690 7 HP STA: 13+ 17.82 VDO 2007 ROAD HP ELEV.• 694.68 `n o CIFICA 7fON APPROVED UNDER SAFETY SLAB O (0� 0) O �� m> w O �� OL) coo BL rn � rn o p`-p cc0 CONSTRUCTION %� 6' DI -2B co (nn VV) to _ (nm 690 STA. 11 +30.95 0000 o o0) CA c JIANS O 0.50% 01.53% 700 I EXISTING GRADE m BEGIN BRPOKLEY DRI C NST. STA. 11+15. • •• -fl END ROOK1I_EY Df IVE CONS . STAA. 14 +45.06 695 MAN. 690 EXISTI G 12 "x8' TEE ca w \ �\ GRADE 2 -12" G.V. 056 z _ 0 In NOTE: PV/ STA: 14 +83.51 ROADW AYEMBMKMENTMATERAL o I N o PV/ ELEV 69218 SHALL CONSIST CO A.D.: -6.05% ON NOT MORE K. 24.78 Sel� INCHES NO IN TH/ KNESS VC LENGTH. 150.00' COMPAC T /ON OLER THE LP STA: ? ?? EN RE ROADBED IREA LP ELEV.• ??? ACCORCANCE MTH VDO 2007 ROAD 705 `n WATERLINE CIFICA 7fON APPROVED UNDER SAFETY SLAB O (0� 0) O �� m> w O �� OL) TRAIL, BL CK 3 c j (o o p`-p cc0 CONSTRUCTION %� 6' DI -2B co (nn VV) to _ (nm 690 STA. 11 +30.95 0000 o o0) CA c JIANS O 0.50% 01.53% 700 END ROOK1I_EY Df IVE CONS . STAA. 14 +45.06 695 MAN. 690 EXISTI G 12 "x8' TEE ca w \ �\ GRADE 2 -12" G.V. 056 z _ 0 In NOTE: ALL ROADW AYEMBMKMENTMATERAL o I N o M SHALL CONSIST CO BR TINUE ON NOT MORE THAN 6 Sel� INCHES NO IN TH/ KNESS 3EFORE COMPAC T /ON OLER THE O Cm EN RE ROADBED IREA IN ACCORCANCE MTH VDO 2007 ROAD MD BRID E SP CIFICA 7fON JOJ 04. SAFETY SLAB O (0� 0) O �� m> w O �� 36" N O> O C" CD 10 +00 10 +50 11+00 r, O n O 11+5_0 C J 0 � 8" PL G 685 w 0 11 CL. 52 F- g J G.I. W TERI_I E Zcouw OKLE DRIV DESI N TO BE O din STR: A32; 4' DI -2B ao mlz °o RIM. 691. O rn +,,i STA. 10 +37.83 o I N o M r� 00 RIM. 694.10 o r- CO BR TINUE ON FUTURE. SET F PLANS cn mm GR DE a .. c0 Q 680 -- � 0 M O Cm 00 rn cNp O In O c0 ° cn& M N EXISTI cm - - -- - - - - -m SAFETY SLAB O (0� 0) O �� m> w O �� 36" O M O c j 00 o p`-p cc0 15" RC %� 6' DI -2B co (nn VV) to _ (nm 690 STA. 11 +30.95 0000 o o0) CA c ------ O 0.50% 01.53% I 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +5015 +75 (n REQ'D 690 _ 00 co 1 680 PROPOSED m ( STR: A38; 8' DI -2C w 00 685 GRADE 685 685 STA. 12 +90.45 15" RCP 37.83 LF �� p N 01 Z - F-Z Z O din STR: A32; 4' DI -2B ao mlz °o RIM. 691. O rn +,,i STA. 10 +37.83 o I N o M r� 00 RIM. 694.10 o r- M . co SAFETY SLAB + `r°• tO ccoo o 695 695 REQ'D - ROPO ED , LF cn mm GR DE a .. c0 Q 0)� -- � Mr X H O Cm N D: Q . ~ 690 O 690 < 25 a:i w STA. 16 +65.19 695 695 cn& I� RIM. 694.02 EXISTI G - - -- - - - - -m SAFETY SLAB + ui 0) Q m> w REQ'D 36" -15" RCP 36.93 LF m STA. 10 +98.05 nrn STR: A22; 10' DI -2C 15" RC %� 6' DI -2B 40 (nn VV) to _ (nm 690 STA. 11 +30.95 0000 o o0) CA c ------ O 0.50% 01.53% I �n 6 685 18" RCP 2 SAFETY SLAB LF c c0$ 1 (n REQ'D 690 _ 00 co 1 680 _ 09.72% t w 00 685 j z z 685 685 , v I 15" RCP 37.83 LF �� 685 Z - F-Z Z -"b II -O -O ,\ GQ X F/77/ - /Z 01.00% 0> -:22 Z - - - - -- - - - - - -- z z W 680 15" RCP 187.38 LF -- N N n OR 680 M * n n 680 129.23 LF in to -- O 1.00% P c4 c4 00 01) M m M n M to Mon ef• d• ne0 LF � (0 N ri ri co 00.5 0% ad ao coDt�D - 675 �In- 0°0 0000 coo rnMO M O 0.50% n^ ^_ 44 �? 0>--O- Coto >> N t0 n CO n N et O i z O- WW OVA (�z >ZZ a� nn c0 cC c0 n II II II �? 0C9 Coco m �z z WW IZI OD c0 c0 c0 F-Z Z 0> =o -- to W4. -j- 0> �> >Z > oz z _ > >_- > _ 675 �» >zz 111 o> �zz >> z? Z ? 675 >z zz z 0 W L>il Z O Z 0) p O 0 0 O N M O p O N J WW M O �° N rn �° 4 N� rn� co O� co r'i N m cD ni to co C9 C9 CD cp co 1 `� c co( c0 co C9C� O� W l- W la. 10 +00 10 +50 705 11 +VU 11+00 ILtVV ILTJV STR: A16; 6' DI -2C STA. 11 +40.57 RIM. 692.88 1 SAFETY SLAB T� IREQ'D o 0) m oo 4m� CO +N (n p a ���° W IJTVV m N I C3 F m� to + In N coQ . w W N NON .P 28.32 LF % ao mlz °o °o 00 STR: 2 700 �' a $ ao M . EXISTING W m 30" RCP 34.35 LF z Q M RADE - cOC O COf �i STR: 6 X H O Cm STR: Al ; MH W to w O 695 < 25 a:i w STA. 16 +65.19 695 695 cn& 11 +VU 11+00 ILtVV ILTJV STR: A16; 6' DI -2C STA. 11 +40.57 RIM. 692.88 1 SAFETY SLAB T� IREQ'D o 0) m oo 4m� CO +N (n p a ���° W IJTVV m N I C3 F m� to + In N coQ . w W N NON .P 28.32 LF % STR: A26; 6' DI -2C STA. 10 +00.00 RIM. 694.90 1690 51 K: AZ4; 8' DI -2B .STA. 10 +67.93 RIM. 696.02 690 15" RCP 67.93 LF -01.24% M O 685 0 00 685 0$ CID CD- 0000 II co 0 4 4 z z_ - -O - - -�> > > z 680 Zz z 680 O � h 0 W In cn L() o W2c00 (00 CO coo 10 +00 10 +50 11+00 STM A24 TO A26 Vlore, PROPOSED GRADE 700 685 °o 00 STR: 2 oa c; J EXISTING W m 30" RCP 34.35 LF N RADE - 695 STR: 6 io O wa I w oN STR: A14; 6' DI -2C STR: A26; 6 DI -2C +off N STR: Al ; MH EXISTING STA. 17 +70.23 695 < 25 a:i w STA. 16 +65.19 M •� 695 • STR: A20; 6 DI -2C I� RIM. 694.02 NU) - N r o O 0.50% SAFETY SLAB + ui 0) Q m> w REQ'D 36" RCP 39.33 LF m STA. 10 +98.05 nrn STR: A22; 10' DI -2C - RIM. 696.43 %� 6' DI -2B 40 (nn VV) to _ (nm 690 STA. 11 +30.95 0000 o o0) CA c ------ O 0.50% RIM. 695.43 I �n 6 685 18" RCP 2 SAFETY SLAB LF c c0$ 1 (n REQ'D 690 _ 00 co 1 680 _ 09.72% t w 00 1QD 0 co j j z z 685 , v I 690 �� 685 Z - F-Z Z -"b II -O -O ,\ GQ X F/77/ - /Z IF p 0> = Z - - - - -- - - - - - -- z z W 680 - - --- -- - - - - -- - - - - - -- - 680 30" RCP 129.23 LF in to -- P aro rn DE - - -- M m M ---tr 36" RCP 101.23 LF � (0 N ri ri w ui- 00.5 0% ad ao (00 co cno �z z 675 ^ rnMO M O 0.50% n^ ^_ Coto >> N t0 n CO n N et O i z O- WW OVA (�z >ZZ a� nn c0 cC c0 n II II II �? 0C9 o II � OD c0 c0 c0 F-Z Z 0> =o -- to W4. 0> oz z _ > >_- > _ >z �zz >> :Dz >z z z z - zz z 0 W 670 >zz z 0� C) 00 �o �o �� r o0 W»w W d d d 0) � �� 1� ° p'� N �� �� 1 `� c co( 0) ,� m O(0 C°ccoo cp C9C� O� W la. +00 12 +50 13 +00 13 +50 10 +00 10 +50 11+00 11+50 12 STR: A26; 6' DI -2C STA. 10 +00.00 RIM. 694.90 1690 51 K: AZ4; 8' DI -2B .STA. 10 +67.93 RIM. 696.02 690 15" RCP 67.93 LF -01.24% M O 685 0 00 685 0$ CID CD- 0000 II co 0 4 4 z z_ - -O - - -�> > > z 680 Zz z 680 O � h 0 W In cn L() o W2c00 (00 CO coo 10 +00 10 +50 11+00 STM A24 TO A26 Vlore, PROPOSED GRADE 700 p °o 00 STR: 2 oa c; J EXISTING W m IBM RIM. 695.28 STR: A26; 6' DI -2C STA. 10 +00.00 RIM. 694.90 1690 51 K: AZ4; 8' DI -2B .STA. 10 +67.93 RIM. 696.02 690 15" RCP 67.93 LF -01.24% M O 685 0 00 685 0$ CID CD- 0000 II co 0 4 4 z z_ - -O - - -�> > > z 680 Zz z 680 O � h 0 W In cn L() o W2c00 (00 CO coo 10 +00 10 +50 11+00 STM A24 TO A26 Vlore, PROPOSED GRADE 700 10 +00 10 +50 11+00 11+50 STM A28 TO A16 NOTE: VDOT STANDARD IS -1 REQUIRED ON ALL STORM STRUCTURES. SAFETY SLAB REQUIRED ON STRUCTURES 8, 6, 4, 2, Al2, A10, A8, A6, A16, A28, A30, AND A32. 50 0 50 100 FEET HORIZONTAL SCALE: I"=50' 5 0 5 10 FEET VERTICAL SCALE: 1"=5' p °o 00 STR: 2 oa c; J EXISTING W m LF RIM. 695.28 N RADE - 695 STR: 6 io O wa I w oN STR: A14; 6' DI -2C STR: A26; 6 DI -2C +off N STR: Al ; MH EXISTING STA. 17 +70.23 695 < 25 a:i w STA. 16 +65.19 M •� 695 • STR: A20; 6 DI -2C I� RIM. 694.02 NU) - N r o +(0) p SAFETY SLAB + ui 0) Q m> w REQ'D LF - STR: A28; -- m STA. 10 +98.05 nrn STR: A22; 10' DI -2C - RIM. 696.43 %� 6' DI -2B 40 (nn VV) to _ (nm 690 STA. 11 +30.95 0000 o o0) CA c ------ 690 RIM. 695.43 I �n 6 685 18" RCP 2 SAFETY SLAB LF c c0$ 1 (n REQ'D 690 _ 00 co 1 1 0 _ 09.72% t w 00 1QD 0 co j j z z 685 , v I 690 �� 685 Z - F-Z Z -"b II -O -O ,\ GQ �• 161 FII :Z - IF p 0> = Z - - - - -- - - - - - -- z z 680 - - --- -- - - - - -- - - - - - -- - 680 - -- IAA � N -- P - - DE - - -- C/) a w ui- 675 (00 co cno �z z 675 >> N 1- 0 >> O ►7 n N et O In WW OVA (�z >ZZ a� rnd' CO 0� C0 0C9 � � � to W4. 10 +00 10 +50 11+00 11+50 STM A28 TO A16 NOTE: VDOT STANDARD IS -1 REQUIRED ON ALL STORM STRUCTURES. SAFETY SLAB REQUIRED ON STRUCTURES 8, 6, 4, 2, Al2, A10, A8, A6, A16, A28, A30, AND A32. 50 0 50 100 FEET HORIZONTAL SCALE: I"=50' 5 0 5 10 FEET VERTICAL SCALE: 1"=5' 24" RCP 41.14 LF 00.50% 700 95 685 678 W W W li p STR: 2 oa STA. 17 +06.32 N(0 W m LF RIM. 695.28 N o 0 m 695 STR: 6 I oN STR: A14; 6' DI -2C STR: A26; 6 DI -2C +off N STR: Al ; MH EXISTING STA. 17 +70.23 o ao M m STA. 16 +65.19 M •� RIM. 695.45 t t • STR: A20; 6 DI -2C I� RIM. 694.02 06 00 r o +(0) p SAFETY SLAB + ui 0) Q m> w REQ'D LF + cc m STA. 10 +98.05 nrn STR: A22; 10' DI -2C - RIM. 696.43 .1 40 (nn VV) to _ (nm H � 0000 o o0) CA c ------ 24" RCP 41.14 LF 00.50% 700 95 685 678 W W W li - - - O> >Z 680 >O> > z >z z z z z j Z 680 1 co o 0 tun) z z - 15" RCP 52.59 LF cm m m 00.50% z_ z_ 18" RCP 20.93 LF � O 0.50% 675 > > z z W z O O � O W op 00 W W er � IA 0 Ili 'o 1(i (0 ui rM C9 (9 co O0 co (0 O rn (0 O rn W 0 ap co c0 to O c0 Co 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 700 STM A22 TO Al2 p N w br 1 cx (0 O (0 001, (n corn w)7 700 N +d �(0 Q � N O� O < a G ADE °p' 675 'o Lo Ln 4 M O O co 13 +50 700 T OFD SCOTT COLLINS� No. 35791 Dw4 �SSIONAL ECG v) w w ° x x c6 0 M to f w z Lu O N Q E a 0- O O n � z U O Z(A Q W Z w 0 O ° o o > a 0 o a W w V) o a m .r ° J J CO uI a > cn E:up 0.. ~ ce 4 w a E Wz iu> Ice rn o 0 0 w o 0 Q N M -- ° Ln o 14 co 690 6901 _(n cn it (nn v~i Fx 7RTE mm EXIST NG a00 PRO OSED z 695 GRADE co R A D E W - - - - -- - , co - _ 685 0 685 L9 t z 7 to > M W 690 Z rn O NNtoN N 1 LF FII O 0.51% 680 ten M n 680 O 000 000 a`t0 000 �� M o �g°O ? 685 �� 15" RCP 27.92 LF d' O a a0 ao 00 0 Z z Z O 8.67% , z ,, W to aoo• OD O> > > �" � c F- z �° 18" RCP 61.38 LF z Z Z z NO o 675 675 _0> -1•-z_ 00.75% I m zZ -OZ W> °� N00 W N � Z- 680 ;, N � ro 4 m - L K 1 A W� �� �(0 z << W � TO W TI E-1 s78 10 +00 10 +50 d. ME '.0 IM � � O 1 W .d. tri c} 4 d Z F„ � Q � C 1 .. �� °to �(0 STM 24 TO 12 Q tea' cf) 10 +00 10 +50 11 +00 11 +50 705 H 0' CL 01 STA. 10 +00.00 0 3 o I RIM. 692.55 L1.1 0 ..I 0 ImA 00 d �+ V o+ov 700 r'•In Q o •- t0 In N N x J W a + Ni + cV N°'� EXI TING 04 r 695 to 0)c° 695 U ca OD I) O .. d ► o -• �Fx 00) +o N0) EXISTING (n F � (� - - - - -- in p oa d N(0 W m LF 0 = o 0 m 695 GRA E oN STR: A14; 6' DI -2C STR: A26; 6 DI -2C +off N EXISTING STA. 10 +24.54 STA. 10 +45.47 �4 GRADE Q o rn r.m RIM. 694.90 RIM. 694.90 • STR: A20; 6 DI -2C % - -15" R Q 28.22 L STA. 13 +19.07 m mm m - - - - - -- - - - - -RI ._ 69.412 -- - -- -- 695 LF -- ._ 695 STA. 10 +98.05 �• In STR: A22; 10' DI -2C - RIM. 696.43 .1 STA. 13 +47.29 00.50% , " w RIM. 694.12 0000 o o0) CA c coed � I �n 6 685 18" RCP 2 GRADE LF c c0$ 1 (n 690 00 co 1 1 0 09.72% t w 00 1QD 0 co j j z z Q , v I 690 - - - O> >Z 680 >O> > z >z z z z z j Z 680 1 co o 0 tun) z z - 15" RCP 52.59 LF cm m m 00.50% z_ z_ 18" RCP 20.93 LF � O 0.50% 675 > > z z W z O O � O W op 00 W W er � IA 0 Ili 'o 1(i (0 ui rM C9 (9 co O0 co (0 O rn (0 O rn W 0 ap co c0 to O c0 Co 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 700 STM A22 TO Al2 p N w br 1 cx (0 O (0 001, (n corn w)7 700 N +d �(0 Q � N O� O < a G ADE °p' 675 'o Lo Ln 4 M O O co 13 +50 700 T OFD SCOTT COLLINS� No. 35791 Dw4 �SSIONAL ECG v) w w ° x x c6 0 M to f w z Lu O N Q E a 0- O O n � z U O Z(A Q W Z w 0 O ° o o > a 0 o a W w V) o a m .r ° J J CO uI a > cn E:up 0.. ~ ce 4 w a E Wz iu> Ice rn o 0 0 w o 0 Q N M -- ° Ln o 14 co 690 6901 _(n cn it (nn v~i Fx 7RTE mm EXIST NG a00 PRO OSED z 695 GRADE co R A D E W - - - - -- - , co - _ 685 0 685 L9 t z 7 to > M W 690 Z rn O NNtoN N 1 LF FII O 0.51% 680 ten M n 680 O 000 000 a`t0 000 �� M o �g°O ? 685 �� 15" RCP 27.92 LF d' O a a0 ao 00 0 Z z Z O 8.67% , z ,, W to aoo• OD O> > > �" � c F- z �° 18" RCP 61.38 LF z Z Z z NO o 675 675 _0> -1•-z_ 00.75% I m zZ -OZ W> °� N00 W N � Z- 680 ;, N � ro 4 m - L K 1 A W� �� �(0 z << W � TO W TI E-1 s78 10 +00 10 +50 d. ME '.0 IM � � O 1 W .d. tri c} 4 d Z F„ � Q � C 1 .. �� °to �(0 STM 24 TO 12 Q tea' cf) 10 +00 10 +50 11 +00 11 +50 705 H 0' CL 01 STA. 10 +00.00 0 3 o I RIM. 692.55 L1.1 0 ..I 0 ImA 00 d �+ V o+ov 700 r'•In Q o •- t0 In N N x J W a + Ni + cV N°'� EXI TING 04 r 695 to 0)c° 695 U ca OD I) O .. d ► o -• �Fx 00) +o N0) EXISTING (n F � (� - - - - -- in d N(0 15" RCP 221.01 L LF 0 1 695 GRA E �4 ( O 00.5 % % - -15" R RCP 2 28.22 L 0 LF �• In .1 00.50% , ,n,n w 685 0 0000 o o0) CA c coed � I �n 6 685 18" RCP 2 24.54 L LF c c0$ 1 (n 00 co 1 1 0 09.72% t w 00 1QD 0 co j j z z Q , v I z FII Z - F-Z Z mm -O -O 690 690 �, = Z - - - - -- - - - - - -- ' - - --- -- - - - - -- - - - - - -- - - - - - -- -- - -- 1 co o 0 tun) z z - 15" RCP 52.59 LF cm m m 00.50% z_ z_ 18" RCP 20.93 LF � O 0.50% 675 > > z z W z O O � O W op 00 W W er � IA 0 Ili 'o 1(i (0 ui rM C9 (9 co O0 co (0 O rn (0 O rn W 0 ap co c0 to O c0 Co 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 700 STM A22 TO Al2 p N w br 1 cx (0 O (0 001, (n corn w)7 700 N +d �(0 Q � N O� O < a G ADE °p' 675 'o Lo Ln 4 M O O co 13 +50 700 T OFD SCOTT COLLINS� No. 35791 Dw4 �SSIONAL ECG v) w w ° x x c6 0 M to f w z Lu O N Q E a 0- O O n � z U O Z(A Q W Z w 0 O ° o o > a 0 o a W w V) o a m .r ° J J CO uI a > cn E:up 0.. ~ ce 4 w a E Wz iu> Ice rn o 0 0 w o 0 Q N M -- ° Ln o 14 co 690 6901 _(n cn it (nn v~i Fx 7RTE mm EXIST NG a00 PRO OSED z 695 GRADE co R A D E W - - - - -- - , co - _ 685 0 685 L9 t z 7 to > M W 690 Z rn O NNtoN N 1 LF FII O 0.51% 680 ten M n 680 O 000 000 a`t0 000 �� M o �g°O ? 685 �� 15" RCP 27.92 LF d' O a a0 ao 00 0 Z z Z O 8.67% , z ,, W to aoo• OD O> > > �" � c F- z �° 18" RCP 61.38 LF z Z Z z NO o 675 675 _0> -1•-z_ 00.75% I m zZ -OZ W> °� N00 W N � Z- 680 ;, N � ro 4 m - L K 1 A W� �� �(0 z << W � TO W TI E-1 s78 10 +00 10 +50 d. ME '.0 IM � � O 1 W .d. tri c} 4 d Z F„ � Q � C 1 .. �� °to �(0 STM 24 TO 12 Q tea' cf) 10 +00 10 +50 11 +00 11 +50 705 H 0' CL 01 STA. 10 +00.00 0 3 o I RIM. 692.55 L1.1 0 ..I 0 ImA 00 d �+ V o+ov 700 r'•In Q o •- t0 In N N x J W a + Ni + cV N°'� EXI TING 04 r 695 to 0)c° 695 U ca OD I) O .. d ► o -• �Fx 00) +o N0) EXISTING (n F � (� - - - - -- in d N(0 vs N 1 695 GRA E �4 ( O E 675 'o Lo Ln 4 M O O co 13 +50 700 T OFD SCOTT COLLINS� No. 35791 Dw4 �SSIONAL ECG v) w w ° x x c6 0 M to f w z Lu O N Q E a 0- O O n � z U O Z(A Q W Z w 0 O ° o o > a 0 o a W w V) o a m .r ° J J CO uI a > cn E:up 0.. ~ ce 4 w a E Wz iu> Ice rn o 0 0 w o 0 Q N M -- ° Ln o 14 co 690 6901 _(n cn it (nn v~i Fx 7RTE mm EXIST NG a00 PRO OSED z 695 GRADE co R A D E W - - - - -- - , co - _ 685 0 685 L9 t z 7 to > M W 690 Z rn O NNtoN N 1 LF FII O 0.51% 680 ten M n 680 O 000 000 a`t0 000 �� M o �g°O ? 685 �� 15" RCP 27.92 LF d' O a a0 ao 00 0 Z z Z O 8.67% , z ,, W to aoo• OD O> > > �" � c F- z �° 18" RCP 61.38 LF z Z Z z NO o 675 675 _0> -1•-z_ 00.75% I m zZ -OZ W> °� N00 W N � Z- 680 ;, N � ro 4 m - L K 1 A W� �� �(0 z << W � TO W TI E-1 s78 10 +00 10 +50 d. ME '.0 IM � � O 1 W .d. tri c} 4 d Z F„ � Q � C 1 .. �� °to �(0 STM 24 TO 12 Q tea' cf) 10 +00 10 +50 11 +00 11 +50 705 H 0' CL 01 STA. 10 +00.00 0 3 o I RIM. 692.55 L1.1 0 ..I 0 ImA 00 d �+ V o+ov 700 r'•In Q o •- t0 In N N x J W a + Ni + cV N°'� EXI TING 04 r 695 to 0)c° 695 U ca OD I) O .. d ► o -• �Fx 00) +o N0) EXISTING (n F � (� - - - - -- in d N(0 vs N 1 695 GRA E �4 ( O E 0 .1 w � I (n Ln Q , v I mm 690 690 �, = Z - - - - -- - - - - - -- ' - - --- -- - - - - -- - - - - - -- - - - - - -- -- - -- P OGRA DE rn o 0 0 w o 0 Q N M -- ° Ln o 14 co 690 6901 _(n cn it (nn v~i Fx 7RTE mm EXIST NG a00 PRO OSED z 695 GRADE co R A D E W - - - - -- - , co - _ 685 0 685 L9 t z 7 to > M W 690 Z rn O NNtoN N 1 LF FII O 0.51% 680 ten M n 680 O 000 000 a`t0 000 �� M o �g°O ? 685 �� 15" RCP 27.92 LF d' O a a0 ao 00 0 Z z Z O 8.67% , z ,, W to aoo• OD O> > > �" � c F- z �° 18" RCP 61.38 LF z Z Z z NO o 675 675 _0> -1•-z_ 00.75% I m zZ -OZ W> °� N00 W N � Z- 680 ;, N � ro 4 m - L K 1 A W� �� �(0 z << W � TO W TI E-1 s78 10 +00 10 +50 d. ME '.0 IM � � O 1 W .d. tri c} 4 d Z F„ � Q � C 1 .. �� °to �(0 STM 24 TO 12 Q tea' cf) 10 +00 10 +50 11 +00 11 +50 705 H 0' CL 01 STA. 10 +00.00 0 3 o I RIM. 692.55 L1.1 0 ..I 0 ImA 00 d �+ V o+ov 700 r'•In Q o •- t0 In N N x J W a + Ni + cV N°'� EXI TING 04 r 695 to 0)c° 695 U ca OD I) O .. d ► o -• �Fx 00) +o N0) EXISTING (n F � (� - - - - -- in d N(0 vs N 1 695 GRA E co 690 6901 _(n cn it (nn v~i Fx 7RTE mm EXIST NG a00 PRO OSED z 695 GRADE co R A D E W - - - - -- - , co - _ 685 0 685 L9 t z 7 to > M W 690 Z rn O NNtoN N 1 LF FII O 0.51% 680 ten M n 680 O 000 000 a`t0 000 �� M o �g°O ? 685 �� 15" RCP 27.92 LF d' O a a0 ao 00 0 Z z Z O 8.67% , z ,, W to aoo• OD O> > > �" � c F- z �° 18" RCP 61.38 LF z Z Z z NO o 675 675 _0> -1•-z_ 00.75% I m zZ -OZ W> °� N00 W N � Z- 680 ;, N � ro 4 m - L K 1 A W� �� �(0 z << W � TO W TI E-1 s78 10 +00 10 +50 d. ME '.0 IM � � O 1 W .d. tri c} 4 d Z F„ � Q � C 1 .. �� °to �(0 STM 24 TO 12 Q tea' cf) 10 +00 10 +50 11 +00 11 +50 705 H 0' CL 01 STA. 10 +00.00 0 3 o I RIM. 692.55 L1.1 0 ..I 0 ImA 00 d �+ V o+ov 700 r'•In Q o •- t0 In N N x J W a + Ni + cV N°'� EXI TING 04 r 695 to 0)c° 695 U ca OD I) O .. d ► o -• �Fx 00) +o N0) EXISTING (n F � (� - - - - -- in d N(0 vs N 1 695 GRA E �4 ( O E 0 .1 w � I (n Ln Q , v I mm 690 690 �, = Z - - - - -- - - - - - -- ' - - --- -- - - - - -- - - - - - -- - - - - - -- -- - -- P OGRA DE C/) a w ui- 690 Z I z 0 W W U) _ 685 LO 685 P4 3 w o I RIM. 692.55 L1.1 0 ..I 0 ImA 00 d �+ V o+ov 700 r'•In Q o •- t0 In N N x J W a + Ni + cV N°'� EXI TING 04 r 695 to 0)c° 695 U ca OD I) O .. d ► o -• �Fx 00) +o N0) EXISTING (n F � (� - - - - -- in o 135.69 LF o In co m so `11`11 `° z a Irilci Iri ao 680 ,! z z 680 fsj J - - - 15" R 1.7176 o 000 GOOD to co o > > 0 H 24" RCP 97.08 LF cm0 c0 c0 c0 t11 c° 41 z z 15" RCP 21.94 LF O MMIn O 0.50% cNOni°n II 11 II �-zz -380 > -- cc r o.- In - P- z z o -- 0 z 00 m g i 0.50% 0 X za 30" RCP 129.81 LF n n o 0 0) , o 4 ao 00 0o eo aNO aNO ed0 aNO > > L �.- NN Od O» Z z > f - c0c0otD zz > -- Z 30" RCP 231.24 LF aNO O 0.50% mom o o 00 a00 c0 to co c0 II II II II z - - z - 6 7 5 675 0 o Iri 00 ao c0 m -CO CO n II II II II z z z - 21 `o 00.50% - a; v; 000000 co CO 11 II �- z 1- z z o - - - n n co cC t0 II II O - o co to II n N z ? z o > O > > z z z L15" RCP 70.83 LF 6 75 w � 00 °�° ° ° r n n �-z z �- z z z N w 0 E �.Z -- O> Oz OZ Z- Z -- Z_ O 0.51% ww co -0 N r1n �> Z Z_ >Z z z- - W IOi O O O to a t=!I v° Z Z z - z - 24" RCP 63.49 LF - 15" RCP 42.55 LF 308 NO. I -i O 0.50% O 0.94% 10 +00 10 +50 0 - -- -- - -- _ - 24" RCP 22.11 LF 02002 0 00.50% 2 RCP 21.89 LF 6701 STM 26 TO 14 0 24" RCP 41.80 LF O 0.50X - scn�E o o 00.50% rn � co 0) n M N 1,� °5�,(V) c 00 0°0 0o O>o o� �� o� �� 7N cNoa' ten°' °00 °.o N0) .0 `nN '�'o 'n� Y -50 (H) �, coop cod coo coico co�i �� �� �� ��ri Sri Sri err; �N rn� rn rn rn rnrn o O O O O OF O 0) O O O O Q1 O 0) O Q� O O O O O O O cD O O O cD 0 � to O t0 c cp cn co O co co> 0) cD co O O O c0 cQ cfl c0 co co c0 co c0 c0 c0 SHEET NO. o to DP -1 14+00 14+50 15 +00 15450 16 +00 16 +50 17 +00 17 +50 18 +d0 18 +50 19 +00 19 +50 20 +00 20 +50 21+00 21+50 22 +00 22 +50 u d N(0 vs N 1 695 GRA E �4 ( O E 0 .1 w � I (n Ln Q , v I mm 690 690 �, = Z - - - - -- - - - - - -- ' - - --- -- - - - - -- - - - - - -- - - - - - -- -- - -- P OGRA DE C/) a w ui- 690 Z I z 0 W W U) _ 685 LO 685 P4 3 w 685 - o0 0 > W a O o 135.69 LF o In co m so `11`11 `° z a Irilci Iri ao 680 ,! z z 680 fsj J - - - 15" R 1.7176 o 000 GOOD to co o > > 0 H 24" RCP 97.08 LF cm0 c0 c0 c0 t11 c° 41 z z 15" RCP 21.94 LF O MMIn O 0.50% cNOni°n II 11 II �-zz -380 > -- cc r o.- In - P- z z o -- 0 z 00 m g i 0.50% 0 X za 30" RCP 129.81 LF n n o 0 0) , o 4 ao 00 0o eo aNO aNO ed0 aNO > > L �.- NN Od O» Z z > f - c0c0otD zz > -- Z 30" RCP 231.24 LF aNO O 0.50% mom o o 00 a00 c0 to co c0 II II II II z - - z - 6 7 5 675 0 o Iri 00 ao c0 m -CO CO n II II II II z z z - 21 `o 00.50% - a; v; 000000 co CO 11 II �- z 1- z z o - - - n n co cC t0 II II O - o co to II n N z ? z o > O > > z z z L15" RCP 70.83 LF 6 75 w � 00 °�° ° ° r n n �-z z �- z z z N w 0 E �.Z -- O> Oz OZ Z- Z -- Z_ O 0.51% ww co -0 N r1n �> Z Z_ >Z z z- - W IOi O O O to a t=!I v° Z Z z - z - 24" RCP 63.49 LF - 15" RCP 42.55 LF 308 NO. I -i O 0.50% O 0.94% 10 +00 10 +50 0 - -- -- - -- _ - 24" RCP 22.11 LF 02002 0 00.50% 2 RCP 21.89 LF 6701 STM 26 TO 14 0 24" RCP 41.80 LF O 0.50X - scn�E o o 00.50% rn � co 0) n M N 1,� °5�,(V) c 00 0°0 0o O>o o� �� o� �� 7N cNoa' ten°' °00 °.o N0) .0 `nN '�'o 'n� Y -50 (H) �, coop cod coo coico co�i �� �� �� ��ri Sri Sri err; �N rn� rn rn rn rnrn o O O O O OF O 0) O O O O Q1 O 0) O Q� O O O O O O O cD O O O cD 0 � to O t0 c cp cn co O co co> 0) cD co O O O c0 cQ cfl c0 co co c0 co c0 c0 c0 SHEET NO. o to DP -1 14+00 14+50 15 +00 15450 16 +00 16 +50 17 +00 17 +50 18 +d0 18 +50 19 +00 19 +50 20 +00 20 +50 21+00 21+50 22 +00 22 +50 u -- u,' "`:, . I 11 _ , . - ra, I ; ,, >,. . « ..,� t, r - ,, : -: � , w. L 11 SCOTT R. COLLINSIZ, _ -w,, :r U No. 35791 r:� t.'° \ - y§ 'wR r ... ' ,v ,' i '.� "',L,,.. 1. 11 " Y STR. 2 STR: 4 ��.� I °1 , , STR. A10 11 , : , AREA - 0:02 ac - AREA - 0.02 ac �� S TR . A6 y _ c _ A O.fl6...a - oNAL 11 �+ o AR a o� AREA 0 - . E 0 75 13� ac - C -0.75 T(C =5mm TC= Satin 7 r rt.. C -0.85 - TC = 5min ���. , . , I 11 ... r. • '... ', ,, 15. , AA 1 Ip- TC =5min ; �:�, _ ___ S �>R TR 12 °o v• , A -� 11 , .. ;r .. . -_ _. 1. I STR.. -6�� EA 0 13 ac k ., ., ` R 2 � ��� z TR A14 - ac A ac h • I . AREA 0 03 C 0 77 REA 0 14; S _ - ' z z .. . _ � AREA - 0.11 ac C 0.75 6 �yY.,...� � � � TC - mine' 'C 0 66 �° �� 1 : - _ 0 T a-� 5min T` 6.5 min �� o W o _ C =0.75 W 11 o Z N � } W ,. - U !`_ f F- �h LL ' T =5min o Z o .f , 1 , , STR. 24 U U .ry Ll S R•14 z�o�o r \ .,,\ , AREA - 0.23`ac Z o �o >� >° A24 AREA - 0.13 ac 11 11 I 1 � J STR. A32 - z Q � 0 AREA - 0.25 ac - C =0.59 U_ m / C 0 67 o STR. A8 a a w _ 0.08 ac o - 7 - TC =5min AREA C 0. 5 TC 8 min ( ° W + AREA - 0.12 ac - H o N W LO -C =0.77 . TC =5min ■/ J TC =5min ", C -0.85 , / / Q uj , TC =5min 1 - ■,/ uj _ 2 --� Ill I STR 16 1. ♦ ■ AREA 0.15 ac ■ , Ix Al2 4 1\ I __ It's a - - - -__ _ ......... -- = - -- IJ :I •. .... ... :72-7�_ ­ - J - __ ` .. .. .. .. .. ... ,,. .. .,. .. .. .- .. -..._ _ Y AN a .. - .. • . _ _ 24 x = ) •� I TC 6 min _. __... -- - - -- L nt- , _ - 1 11 I 6 _ _ I . ', .�_ /' r b r " .w- .�- ..:.. ...... .. .. ...... It: - A14 � ♦' ■ �, 26 , 6 o I 11 STR. 20 ■■■ ■■ �■■■■�■■■ 0000■ 000 0■ ■�■■■■■ ■■■■■OM■■■■■M�■■_e�� � _� a,� .. � � ��: 0000■■ ■■■fir ■�� ■■■� ■ ®■� ■■■■ 0000 � p + - -- L _ __.__. .. _ _ _ -- I -__._ ..... . .\ \ \ \ \ \ _ AREA - ac _. .Y,, .. Q k\ I ._ ....... A28 _ , _.. ',i' A ...... .... _. ....... v'\ .. .. Jj� Ya ` rs N M .N-t , _. ._ r J .... .. . ;, _- - - - - - - -- --- -- - ---- - I . -t . - r..- -' - - ....._ .. A -7 - - r i , - , _ _._ , , .. . v ..� . ..... 4.,.. -.: .. �� M , r. 1 : : a A26 Y � „I mio _ I t _ .. t - ... ■ I .110 10 12 14 1 .. 1. ,, w. w,.., -.._.. r, . a A24 " 32 T min __. M. -__ :._._ . ,.. LL.,_, w . ,_w �■ ■ I■ t �:- _ I ■ _____,U 1 ■ _. f ■ : I J'. , , I e :; ,,.. I' . it :.�, -r I 1 1 a - - ] i . ♦ L ■ I I ■ f-' . I i. , {1 I 16 I, I i . t , 1 . I ♦ �p k _ I • r. �/ ii "f ■ ■ I■ , ■ I 20 . ■. ■■ ■ ♦ { , STR. A26 , LU ;._ r „ •, .. 1 j �D : I ■. ■ STR. �2 A8 ' I A32 ,,,�,� 1 I . 1. E - 0.0 a, ♦ I , . P 8 ■ . r ♦R� - ii n, - -- AREA ac r., t f . _ f �('` I ■ O\ ♦ r �- , „ � � ■ a! EA 0.07 � *•� 1 Q. ! ," ry c _ ♦ ♦ ♦ I I ■ C Ora :. i I. ,, {I .. .. „ ii ,\ , .... :I; , .I "`'.\ • t -_... r , 1 ;yj." ,.1 ■ ,. \ , Z 1 I! `p" _ ,„ ..... ■ '► �' mm ■ ■ - i _ M ■ ■ 0 ___, - ♦ ■ TC 6 min W 0000■ TR. Al , 1 • ! " .. . ■ r I . � a ■ ♦ I ■ ■■■ i I I AREA 0.36 ,�.c . i I , 11 ■ ■ ■ M Y I, ♦ .80. ,:_ . _- ,. TR. Al 8 -- ;� ■ ■ AI � • C J .... a - _..... .'..j ... _ . r. ' I. ♦ , * ■ i N - _ ♦ TC �4lE 4 C i ■ m o I i � 34 ■ I I I � ■ � L� - ► I ■ STR. 0' L I _ ._ �• 0 1. . :` - n , C 70 :_ _. ■ , AR ac I i. �„' .� � ■ i � I I I III Eq.' p 15 `��� z ♦ ■ i TC 5 m �>r� I ■ �, f .. �. _ ____• Y I I r -- ■ - . ■ r 0! cc I .. I 1 I G `o t ST . A28� . x _ I ■ ■ C 0 65 c� �, aj i i I I ■ kr �■ I .... ■ n p d I . ... ■ .� v ■ I I TCy' o * ■ 6 min o� - ARE& -� 0.1 �G �ac' � ■ � I i 10, I N I. � u II W ■ STR, I I I .,I J . 8 11 , C I f C 0.77. ■ ; N ♦ : • .1, _ 1 - -- . _ II • AREA ©.15 ac ■ TC 5min - I ■ < ♦ ♦ o r , .:.,:,.,: , I STR. 18 z • I 5 I ■ ♦ A34 p� 4 tea, F`/•�- - -01.80 1 I I ,,. = - "•.. .� 1 II I! Q ■ .:...,. I ■ N ■ g .:, ,. _ . a . ,' AREA 0.12" ac y 0 LL ■ ♦ - TC 5min:, -i ,' -- . 04 P-4 CZ ■ ■ a. cn t o . _v,. , ., ,.. . . ,,.\, n< ,. I. I. ,. 1 ''\,,,, !, .y R1 i j__ ' I, I. i L. LL ,: n • / „ ■ - __ ...... I ........ . _ _ __. z 0 ♦ 1 N \V \ •aF j .. .. . . .I / , ■. I .I - '.. h.�. � v II `.J "�. E� i'i r.. 1 Y. /; - "`■ - - ._ ._._.__ .... ........... ....... 1--1 L V q %, � r , , ,\ \'1 � ti s ifs • : o- _ - i II%I': : s !. ,, \1� ,5 'i .1\ } - t..,. x, it! 1; ■ IY. 1 , ....... • I. t ri '� 1 .., ., ., ,..I t I I , :L'. U I aU .l.. I �4' /' �. 1 .I .... _ ..... .... ........ ...... , I min CL z I Q , - .. ; I;. . ;, , 1. :. , ,_ I. ! .- , ........ _ - _......_. -. _.. _. ..... .. ....._. -.. __._.... . _. _.._ -_. _.. .__.. . -. • , Tl.. _ f 1. -_ „ A36 }' i■. . 1 r, c ' ■ r ,=_._ • .a !.��r - :.:' .Y • C.,,. r'�.� r,r�, I ....... A22 I -'■ Yr L _ C ._T .. I • • • , ! - % r. I I f i. F. 'r'1 j •IR :f,Sl'i'.. "�< 1 .. ,...,>, ". _ '� I ■ - + STR 40 _ 4 ,. I. k I `. U I O _ �.. r ., i AREA - 1.69 ac ,- x FI, ' I; ■ I • 1 I a 3c u f r° ;j I_ ■ ; 7 /' I A - ac , I : _ ■ I __ I C -0.30 I 36 - - - - - I ■ AREA 0 14 O • ■ TC - 5min ;_ ■ _ _ ... -. 1 I ■ _ w - I I _ c . ; T 5 'n I 1 I n 1 40 , r. • A { f ■ } . -: * ; ; _ i 0.69 11 . 7 5 1 _ '! i oq • qOk �. a ": 11 ■ i t 'I ! ■ i - ,i , , i! '! 1V , . y f 1- TC 7 min O •6 Pk I b�, r. J Y k _� I 'l t` .. �t , 4 i I y ,.' ' ■ � ■ O a 3 .: - ,.` I .o ��yy • y ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ y. t j ■ ■ ■I■ ■ ■0 00$00 �.�..�....■ c i �� i I1 ;,, ■ I 38 x J z a� v I g r s yd 1. I I r lLr I� _ ....t P 1 • i A L ,fib I I �^ , .I._ 1 ) M H u �/ 1 ,. i, I Y 1 I! 1 I j i t I !_ J' y p.,.4 Q N v. i I r. , + �N''y \�, '. : p+ I li I I 1:` i ,'{■ i t ■ ■ d • ;♦ I f I t , ,. 1 , V h 1 r I r:a'. 'f.t. ._ . 1 _ _.___..__ .._ .. ..... J ;I ■ 1 Y C d ' : - ' . I I I 1: ■ ■ TR 44, S X r:; , R A20 1 ,i (' 'off'. ,, ?' t, a1 ': 8 : I .Y ....I ............... I "t. 1 i '1" u T+ b STR. A3 I► T , . ■ ■ ■ I. , . O ♦ I - .- -- -- ---- - - - - - - -- _ __ _ AR - ac H :� + I ' , Y,r 4J,. 1] 1.5,, .:,I ♦ ��,, I "`:,r "" ", i ' - . ac ; / .. -. �': `T•�': ■ ■■■■■■■■■■■■■■■ ■■■■0000 - J AREA - 0.38 ac r' _ , V � I I; r , ;i 4 \.� '� C 0.75 1 14 031 ■ ■� ` I } ...,. .. ..... .. J. ft / -. _ : _ .r 1 1' c l... I l +- { y y „_. 1. ti '.. d , . _ , . . �♦ 0 . 7 6 ,1 ; .....w :, ,.: , Y , r' t.,.,.., 7 ,: � r'j �,J 1, �1 /• � 1. " ", ..' ' . � - _. � � / r. � r .. 42 j� _ __ Ul >At.y "1 .- ,.rl.,�y!',..,,r r1 _ ..Crr7(i./ ICy..lJ1; /�\ min C 0 75 - ..- t ry 1_, 7 min u, ■ 11 11. �, , ,s,,_ J.r , :y , TC 5 min % vF T r �t l -_ ... - , .. _ 1 , V 1 Y ■ z r; h / �' Y Y , __ .... - 'e. - F '. .. i .., \ � : „- / ..< , + . Y . - _ . " 3R .1.::... 1. �' - ^ - ■ 1 - - a_: , i S - ,, ,, 11 as 1. \ _.. ,. . .. .. ,. . i. � <:- �. � } �„ ._. .' 'c, I L . f „ ,.. R� . J . a Z t. __ , ...... .. - w Y :. W , O is , ,1` , 1 w L a i 11 w „- ,....w..w „w . ,.. _ 9 �. -.- .........,_,__. ,.,..,.,,. ,., ..._ m I 11 .. - .... -. . w , , w... . < (ii s - ww„r. w_. ,. r ■ �� r c rr nn „ _, V \1 I \... C IL L : L LL ,._. I. ,,. w �i : 4 w, 15 8 as `g a -f- i E 0'. ;, R „- -. _. >. f w .11 o w� _ . , I .L r _ ._ ...._ , . ... 0.69 _...... -,.._ . w _. C _._ _ _ , _- _,__.,�. a,.ww.w..,.., " "' LL..... ., --- w- --.,..:.... , . - .._.,...<,...... .�. „.-w�. L .. T I ... ,.,,,.,,,...,.., _.. �-.,,,, w. w„..,.,•, w.,-,,,,,,,,,,,,,. G..,, ,- , „ „w..,.,ww,..:..w....w„..,,, ,_, ",,,:,.,,,,,..,,,.. -... ..,......... .. ,,,.,.: .,yy, ,., L 1 L\\ _ ' .. L_ c , ate , ,/ a : a z , k , o .. . ; s }� :,... { �'. ' NCHMARK - _ _ y z BF '' ` .Ll � :. __.u, TOP OF BOX= 693.94 y �;�,', - , __ A 6 .' 0 TR. 3 - S ; 11 0 �, STR. A22 9 4) ( \ � i % . o0 �'\ ,\ , I AREA - 0.30 ac - � , 1 _ AREA 0.37 ac H 4 C -0.75 _ II/ "J' - I r r C -0.75 I 1 7�;' 0 uj o IL - -- I TC = 5 min _ I . 'i , / J E a . TC 7 min I .� 1, j d I' 11 i 1 s_,., 11 0 W E I; I I �'� , o/ w E 1 11 1 / j LL o // I i. I! y I i �� _ STR. 42 a c FEET c AR y 50 0 50 100 I _ - I' v EA 0.16,a JOB NO J ,.u. o STR. A34 - A _ M. .._ :v 02002 1 SCALE: 1 "= 50' / AREA - 0.27 ac - SC i TC = 6 min 1,► A ; LE ° �;; =50 o 1 C =0 .77 1 y ' k TC -5min o ,4 ,as ".:. NO. a . i ?r SHEET i t m.4 F - �_M � , ( ( V7'. ��� 2�� l z- 2 ti "�