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SUB201400185 Plan - Approved Road Plan and Comps. 2015-02-23
FINAL SITE DEVELOPMENT PLAN FOR RIVERSIDE VILLAGE TAX MAP 78, PARCEL 58 SHEET INDEX RIVANNA D15TRICT, ALBEMARLE COUNTY, VIRG IMAGE PROVIDED BY GOOGLE MAPS EXIST C I - COVER SHEET PARKING COUNT C2 - APPROVED PROFFERS It LOT REGULATIONS CROSSWALK C3 - EXISTING CONDITIONS * DEMO PLAN A-B, CG -12 PL C4 - PROJECT OVERVIEW/SHEET INDEX C5 - 51TE PLAN CC - UTILITY PLAN C7 - GRADING PLAN C8 - TRNI -SIDE DR. PLAN * PROFILE C9 - TRAIL51DE CT., RIVERWALK XING, AND ALLEY PLAN # PROFILES CIO - 51TE DETAILS CI - LANDSCAPE PLAN C12 - LANDSCAPE DETAILS C 13 - WATERLINE PROFILES C 1 4 - SANITARY SEWER PROFILES C 1 5 - SANITARY SEWER PROFILES ii� DETAILS C I G - STORM SEWER PROFILES C 1 7 - BMP DETAILS C I b - UTILITY DETAILS C 1 9 G71(DIyI - UTILITY DETAILS 4 OfFSITE WATERLINE G QF INi CONTROL COVER CONNECTION 5HE T c22 G23 ERe5leli EROSION SEDIMENT ( 5- C25 - ROUTE 20 IMPROVEMENTS PLAN C2G - ROUTE 20 IMPROVEMENTS CR055 SECTIONS C27 - ROUTE 20 SIGhT DISTANCE III DRAINAGE PROFILES C2b - ROUTE 20 STRIPING PLAN LEGEND EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION i a°TG , 12ly TOP OF CURB ELEVATION ini H LIGHT POLE te' , 12 SPOT ELEVATION AX-- -t UTILITY POLE te'TW , '.'2TW TOP OF WALL ELEVATION -- - - 1G°BW , 12°DW BOTTOM OF WALL ELEVATION - - -- SANITARY EASEMENT BENCHMARK "'— - - "'— GRADING EASEMENT —' DRAINAGE EASEMENT STORM SEWER - -- UTILITY EASEMENT — on ROOF DRAIN —. - -.. - - -.- WATER EASEMENT SEWER LINE __- ACCESS EASEMENT WATER LINE -_- STORM DRAINAGE EASEMENT vw— a_ GAS LINE . -__. me— -. roe— OVERHEAD ELECTRIC MIRE TREE LINE vm vw. - UNDERGROUND ELECTRIC —"- - -- FENCE mm vii-- OVERHEAD TELEPHONE UNE STREAM — .r,. -_. UNDERGROUND TELEPHONE LINE - St!— —r2— INTERVAL CONTOUR SUCr- —oc— INDEX CONTOUR �- PROPERTY LINE - - -- ADJACENT PROPERTY LINE CC -2 cc -2 STANDARD 6" CURB VACATED PROPERTY LINE - -- - - ^� (A-6 -� GG-6 MB NARON 6" CURB & COMBINATION E — DUILDING SETBACK __ -'— DUMB .. -- PARKING SETBACK ` PAVEMENT / BENCHMARK SIDEWALK k . -iii SPEAR L J ® J DRAIN INLET (DI) _ ASPHALT 0 Q 0 STORM /SANITARY MANHOLE ��. GRASS L PLUG _ EC -2 MATTING Dan s WATER VALVE & BOX EC -3 MATTING $ y FIRE HYDRANT WETLAND � an WATER METER IMAGE PROVIDED BY GOOGLE MAPS EXIST NEW DESCRIPTION PARKING COUNT i� CROSSWALK HANDICAP ACCESSIBLE AISLE Lay A-B, CG -12 PL & HANDICAP PARKING NOTE 1. THE SIZE OF THE SYMBOLS MAY WARY FROM WHAT IS SHOWN SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENTDEVELOPMNTENGINEER _- ALBEMARLE COUNTY SERVICE AUTHORITY -- FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD -- BUILDING OFFICIAL - -- VIRGINIA DEPARTMENT OF TRANSPORTATION DATE w wO w` lr q hol - ^b , ) GR@R t 3 Z !s S b zo 4 vt. 5 — INIA �q F OWNER DEVELOPER w Riverside Vllloge Proper ti Inc I) F 200 Garrett SL Suite C m charlos i6e, VA 22902 Z ZONING Her 78 -58 U w NMU - NegrOorhood Male] Development II EC - Entrance Corridor a Per Approved Application Plat. ZVA 2012 -00002 Special �xcepLone Section 14-234(e) Trofec volume adewacy, Scmon 14- 410(H). Cum, gutian sdewalk and Dlanting sdp; Section 14412(A) -3(t.): Altemctivo snondvd soared adequate by county g and Section 14-422(A) S[Mafflv5 and picking Rile tips of poHDd enGance to Block 5 - Fl special pentift (SP201300001 for fall in the gLTH floodpoin was also approved u f nos to qp2 /10/ ZMA to, ,cad aap:ng and seraaJe approved by the board of supervisors an 1z /m /zeta. AFFORDABLE HOUSING 2qJ e..No 5183 S Flock 2G 6 AriordaWe Unite & 6 Market Units re 1l rA I S you SOURCE OF TITLE Tax Map 78, Forest 58 DB 4150 PO 20 MAGISTERIAL DISTRICT distance BENCHMARK arner Datum for topography is NAW88. Bendirznark is existing ACSA marhale it southeast c of site SOURCE OF BOUNDARY & TOPO Source o, Boundary Survey: Roger W. Roy & Associates Dated: 10/15/12. Source of Topography -m (2) fact contacts shown from as uirbo nc survey under the supervision of James H. Be]t, Jr- aerial toncdrapny from Louisa Radial Surveys, Ire. Bated: 031 BUILDING HEIGHT Vaximupx Per approved ZMA S20''.2 -00002 Sao shoat C2 SETBACKS Per approved ZMA 52012 -00 002. See sheet C2 EXISTING USE Vacant Land STEEe SLOPES Slopes Desna than 25% are present or this site See sheet G3. PROPOSED USE See sheet C2 for approved use tobles Blacks 2A C, 3A -3, coal 4 Tom ZMA 2012 -00002 are included :n this appfa Jon - Ccmmerded arece in Blocks 1 and 5 are not proposed with this one pion and are labeleal "future m@ed -use a_Uk LAND USE SCHEDULE IXILING Area 9 OpyD.sooce 613157 SF 100-0% Tool- 813,157 SF (18.67 cc) "OPOSED Area _ New Building 80.428 SF 9.9% New Sidewalk /Fal 83,271 SF 102°% Open knees 649458 SF 799% Tatol= 813,19 SF (18.67 ac.) Told l Impervious Area = 138,352 Sr (17.0 %) WATERSHEDS This site les within the Upper Rvenno River Watershed outside any Water Supply Protection Areas. LANDSCAPING See sheet Of & C12 for o tun detailed landscaping plan with details. FLOOD ZONE According to the FEMA Flood Insurance Rote Map, effective dote February 4, 2005 (Community Panel 5100.1 portions of this property lie within a Zone Ad 100 -your food plain - ENTRANCE CORRIDOR Vaidulty at all mechanics equipment Tom the E.. ae Corridor sh iL be elinnlnuad. PARKING Required Burkina Block 26- 1 Spores per D t (. 6 d ) 6 X 1 5 = 9 Spaces Spaces act Un (2 Bedroom) 6 x 2 12 Spaces Space per 4 Units 12/4= d nucse Spaces (24 spaces Total Required) Flocks 2A -B: 2 Spaces per pan (2 Random) 16 x 2 32 Spi Blocks CA -B & 4'. 2 Spaces per unit (2 Bedroom) 17 a 2 34 Stoma 1 Space per 4 Units 17/4= 4.25 Guest Spaces (30 Spaces Total R qu➢ed) Provided Pohang. Bork 20 12 Coate Spoccs + 12 Open Paved Parking Spaces (Includes 3 as Guest Spaces) - 24 Spaces Provided Blocks 2A B'. 32 G rage Spaces Provided Blocks 3A -B'. 22 Geroge Sp -- 22 Open Paved Coast Spaces 44 spaces Provided Block 4 12 Garage Spaces Pleased + 12 Open Paved Gust Spaces = 24 Spaces Provided PROFFrlu STATEMENT OVA Founder. 201200002 Tax Map and Panel Number 07800.00 Offo58W Owna9 Grndoreville Really NVemnents, Inc. ?00 OAT SUez45uise 0 ClsdonebvW4 VA22902 Date of Pmder$1 -nMVre Novenbet13 1013 IS Bob be rezoned f' RI to NMD N f l .000 I k R d Village (the f I' (ordonsV''ILH nIryI tau s', I¢c -. fl aanzr hhv V ey)ofTraVlaP'anA Ferrel Carrier lhRO(10000 -058(10 (tbc'1 P f ) h 1 it student f g application LNIA. project ( 1 Pat sSection 33 lie Albert C serum Ou ((hop IS of the Altedindo County C de), In, (goods her coy volontair A troffers the 'dl d own, , ach hall be applied l [in foral if 1 is rezoned go fit, 'g d'er jet identified or These conditions ED prarfacned as a pan f ho requested rezoning and by O- for acknowledges thin d tdhlo s arc reasonable. Each b > below agagme sit beer r of the Conic covenants and 11 anddy [hat it is an Irate W slain o y r file Cew net rot [[]IS Proffc Aircraft L Park LaudGatiow, nectilliSteiteddWithen Run E5) allow after then ZMA 2012 00002 is .approved h I Counts . _ y(0)I Doug '1 1 of the C I ' ': 1 ( open tire f f 1 JdlLII hh, Fit f RlockIrnThe Joft F A, fJ' lMay2 1 1 051 I (201i' Ip P IF 51 Engineering, 1(. (Cho "Application PI ) After Jd' 1 to p k" p b park, lh 'Part o I 1 S dad f Riverside Vila form 11 pbl" c& A 1' I' 2012 mposter f fl l p f l l the IDAI of Pound PI' d 11' M1 public j Ih l k:hll t I b Ed,i A F 'I dL p tile pp dCde tD. iI f Zbts,ia or sub2.A gg' p t 111 M1P'el Id l'tulf'deshall be 'dl the R cV1160 A'i IF do t the Pt h'LLb Application pl.Ifh ( kP I dad' d be f T Pf bd ILI16 no 1 nPy ab _f, t Br I' 1' dp p.' ge d d (dad un 0' Fd 1 1 f bbd P' k h 9 f8 [fi anda Plan 'hoed (� mNCaMS due approved bygn ( of the htarst borer roof plat rep[ rpphwbde to any potnon it Hh k'2 hro h of lheA Jecc HIM Ywlssh Jl b-cn tlm Nestnd'tJS [ (IasB Uail as FOOD I II Dodge Sunda ids Mam'1. 2 Afi dabley ou9t TOO Owner proof pro, 'M let (1 (1) affordable lansoug turns (Aff dbl H Units ")' In by for in of f 'I e doodeor far pant condominium or ationubt nits The saffordable Nursing C nits Hall be bj '1 in SO ami, let forth Section VT If Elie Code f DevelopurelL -I he Affordanx Housing I falls shelf 1 n d wedong Block I ani P lock 2,ass1 the Application Plan. Bf the noun, AcHOW f bonading p it fin Tire barred potid hoplashol "all AMID 1 Pmpnv the Owner shall have offerol So, did or DATE, as prtvidedhne us (6) Affordable Housing Units itilbn ho Prom _Before the indoor applies Is a funding per mat For nc hReth f50N) residential ITS Wind the Painful the OVoe sill have ff of Pot sale or Hari as provided beat WI ten (10) Affordable Housing Wails wider', the Project A. For Sale 9flmdable Inglits. All pinhnsers of the [fit rate Affordable Hougunisr E Lire sold be approved by the Albemarle County Honsino Office of Its Ant the Affo tlffile Housing Wd: will be designed for bola salt Ids I r n incomes led; than eighty senator (80%) of tl d' h East calcium cousin consiMiag It P 'pal offal I car estate t i mal houponsandry insurance (PLE do Plot (down M1rtv Percent (30%) of the roA household . Tho Owner shall 1 d ey nor thCounty or its dchian, Partial If many (901 days to 1 fy Md 1 9 bey an thotildl, r 1' for 1 Effordal units, The - eal (90) day Period suall ' p front the Copy F the 1) I III He available for -.le This t ice shot it R - sixty (60) days reen to coolant f the C[f-0.f Occupancy for the applicable AH'IenH Unit the C f t, patowee very than think (30) class citing which te d aIMIFAd p for sholi ARMIJIDIA Fail 1111C. IttM1COME) desityee does evil prat a qualified prong. - claim- The nety(90) day Period in, Owner End love the iglu to sell the wl(6)`Imt my TRULKIIIII m "III plan Or Include of the financial - Ttiapoffer shall oppty all le to f firs Who of Atli of the IT mfomame friar. B. rno-lten6 Affordable Units. (1). Rental P t' The 1'd act ItleL fair each for I Affordable Houtoing Unit shall not exceed the men n,TT and applicable meridiem DO real MET approved by the Ara f Consist Housing Office - To ll obsoment airline vice the Ith net on for each for sent Affordable Houning Unit arly [if increased no ' (a these percent (3m). For p } t this proffer t t Me t I 1 that M1 does not include ' I d utilities The hartualorment the reng, An i[ Affordable Holding Units t exagad 1 blll His paragraph AS shelf apply f-'panel] Of (10) yearn Ill 's; the date the tlf"i of NAMInno is issued b} the C ol for each for rent Affordable History Utlrtull d e wits arc And &A low of MOdarWC Cost Unlis marrying as.uch rulareffoo the VindpolUblon, Dersomund ALTHEDDY, Farmers HomAdministeationd or Thsiug and UF hDcvelophui,8'tn 8, volictiver oomesfist(the LApplicable Taal. i2. Convenience of IntermL Audemsc :' g any - interval I, the manning AChookinic Hounifte Units i1 ; ,; the Afformaile, road Old P g g e Treating that cal mil is subject the 1 r the Johnstaggpill " 111 opednion, 'dl EDITION pedaling L s con,,dance at My for feel AffeavOlue Insanity Unit, or'one pan therialL there ( dining Mme. affordable Turing dull contain PI L and fill] dinforthe Of or _ vNICLIOM and ' 1 hrowd by h paragraph 2G. At least 1 y (10) lays Prior to the I111111squCce if any interest in 'into for f Affordable Housing Unit dubg the Afforclable Manche net ¢rmm ewmt' that] Iffy till A MIDLA lnuliinatl here .and Provide the noun, Moral and lelefhonenmber il the potential grannee, card Thoh tha fit pol of this puragai b MIT) have been satisfied (3)RMO1 CR [ilia[ ROME, she \RdeT train t (30)1' h rental ol lease W All clim f- Affordable flooding U hh 1 owner did Provide 1h Albemarle C Hot Office p f 4, rental ' 1. ase economist I.. each such And rental b 1 ll file rental ' for I d [110 Earn, of the foriend .1 1, dE d -6 in, , Arc d'bl a HC then Oven,i - tlJlp d I Col it requested, 'Y ,polar copies f'.'1 or I n d t' ably f. a%re P - Y 4 l Chun Prop for Parl, -Mntt Island vin (1) } du Offer hedn hum ZM1201 -0002 is spal 'h hA(0) does after the request by the Ca whichl - is Ralifisou the- '(door Ill imake a IDEA Inuldn'tcol to Me COMVI in flit ' f HIMEE lineal Doll NAVESHO 00) far life pp f standing a manter plan fit, if,, Park (the :'Dark M Plan I If the 1 p &faster POD'. completed f less than Thirty U died polkas '($101ID000) ranging funds mile be conduct by the Count Didusedi fund construction at mainumance of the park Andirrada, poorly at if x Auto discretion may chodon e a, this ,ash pnneI6i000T toward snpf°emenb to Elly nigD ck Towe Park in Idea Of park pa g cand p enle 4 barvuble gragaInother than( t0,. Con p:' aly With, are as Hall f, Deegan p 1 gS Dona Road Cht say win the first sualwonal If plan III tur Property, de, O ,ner shall wayinat III Lung Idles Improvements W 'he horizontal al g Y l doughl and ones all of Sedly Point Road Hit. 20) as shown the Application Plan, to prmiday sid and col accoo to Ruwaside, Villaus, - i} constructed In opoiddee, ' with Be proffer Off be dunned and ontln tcd lu Applicable Virniwa Department tTUntionum<I(' ADOTO �kgi Instantly variant lutimiory TDOT a Goorbaftic Design Raighttal for an I from I, ofleptor Rest] as Istdad may b' idf time to t Contemporaneously %Via, and is part of the first Ecohnniong Thai ' 1 plan for tile Pearguy .0 ' - then dedicate en land along the frontage of Stone Point Road by. 10) at Percent Ne future ' den erg of Rt9D b, signals, as sh,wo far the Appl ion liar. OR net Bull bay the costs of foresters th land, poverty subabliaml par creacting the parcel t be BAIIded Of Toady Into approval b I County. and for preparing- the d. I ofoodicatom Certain IoAimpndAdd l6 and dedicated i s Of Property Car mN lnp' mento 'Forefoot intry Order 4 exceed those rcgtrt'ed to, HIc development t tile panel ',in are for the benefit of [he ptblm: S. error Probore for Residential U t imhught to the vacant, f- I, kind and your Cediandions, Ibl 1 Owner short c 'I cash tot 1 d 1 undt ' 10 excess of th b of none Jol asto allnegand by right ""let at tile I this ' g Tons Etilleild t (18) ,and that i ted as an Aff.IbIH Can lot the pip:. of ad(fideong the fialimpacts fdevelopment on lay County q public mobj4d, alit I.A. schools, I bl a safety Intoner, parks and solopchn The I'bl trllb.'I(ice ratio, rates Twenty TI d Four fifflefichad SWR and 5 t 51/10 dollars ($20,460 51) cash for unit hourly detached pbeflongs unit, Thingen Tpol Nine H al al Thirteen 18/1 W dollar, (MI 1919.18) cash fog thell - '. gl 1 ul tovnlIOMe del ll'g ork and F Thodand Fl 'H undirry] Plany 5 d T//100d11.($14491i/) ".I for each lti family dwelling Input The h , ounnIal Faill b d at the f tire rooce of h buildings; periliff f '1 unless Me doing of the P herwise sping bystate l Mooned Inswer that the Ibi "hR 101 he tore until h h of unit, Have beer, Lonliplead 1b I.' in chat would h' dOx been '.M1 contribution of 591169Of (the i l};d Conaddroon TI ISdC butl,,i reflisms fi t the improvement& 16160 "h. 'rte to make h prepare on are for the haul of the public I tM words, 00' In not be l'd ITT pay l per '1 Ibt 1 "bd dray until fie [One of the Issuance of the bldg remain fora How unit compltdli- Illyingao d'firhe,InkindContrimannof$9] 1, 18900. In Ne event mint He Proj a mnplthd prior othe balance ofhe In End Contribution, done, exhausted. nmxmafng b'lamz of the In bold ( k natunnon, lot be spatial as try other F -JOCA or devellonsin BIgI1Lllm L _120141' f the 'i , ,),,(,!bureau polograd b I Pruffir Al be 'Cusend annually ' I'll pall, neither y davial far inIn d 1 d m fear I, file M':Ilt and 5 ft Building f ost India, yJai 10 1, ',,C,ll thall ally cash contribution a badjus4A to a sum lose than h amount lnnully established by this Proffer The annual 'djuvA m shall be authe bynulhplyig the punfferad cash contribution amount fo'fi prowedlOg y car by a trying hmmuenhrof A MITI late I be Ne Par as of Duvil,bo l' in the dea l'fgchar Ar. .door the der e'of I hire nedl he the Mad as at Financier I.. the year PUecWUUr 15 afferof ad,, mon fused} ended. OWNER: OoNonsville Rerlty lie O mans,1110, By: Paul B. Manning Title President Tax Map:md Patine Nnmbu %800-00{NW5 &00 PROPOSED BLOCK SUMMARY MIN LOT" FRONT NUMBER FR705ED PROPOSED PROPOSED BLOCK ACREAGE PROPOSED RESIDENTIAL GR055 DENSITY RESIDENTIAL COMMERCIAL SETBACK Require d USE UNITS DU/ARCE HOUSING GO, FT, BLOCK 1 2.41 MIXU5ED 0 0.0 NONE 0 y5 BLOCK 2 Amenity Area Amenity Area TN151(( O 5 SF DETACHED (I G) wA P, _.and Cl 271 R6IDENTIAL 28 UVff5 10.3 MIJL 114 AMII Y(12) Amenitles BLOCK, 3 1 RF5IDENTIAL UNITS 5.H K ATTAFIED (10) WA EA nods) -TI Sq. FL S FL NJh /KNINF 15' OF DETACHED (1) BLOCK 0 -77 RES1ot -dT1AL o Q0 Horde N/A 3LOCK5 0.99 MIXED -USE 0 0.0 NONC OSP OPEN SPACE �e ¢ rat -fare m„ d, n awe a,d,ar sired, h , dh F m -h I e BLOCK G 6.09 (PARK WA N/A TIC N/A charter, An' 5' OEDIGATION) 10' -t ��086 PUBLIC ROAD rRf,FAB G T 15 25 FDJTY20AN0 1.21 Ih,E,-K:Tai H/A N/A il, /A WA EASEMENTS O' oRhAD 2 -4 60' PRIVATE INTERNAL a I4hlTaoe ry 12 IT Awforea, 1 _ -� ROAD 077 ROAD N/A WA N/A HOT EASEMENTS B 03 EASEM eNTS bertha af,,gVmi my , . TOTAL 16.66 39 P, I UNITS /AG°[ 0 5P Required & Provided Green Space, Civic Areas, and Anlenk es by Block MIN LOT" FRONT FRONT PARKING SIDE BUILDING SIDE EARNING REAR BUILDING REAR PARKING MIN /MAX MAX BLDG BLOCK Required Provided SETBACK SETBACK Require d Provided SETBACK STORIES HEIGHT BLOCK 20 Required Provitled 5 - Required Green Provided Green Block Amenity Area Amenity Area TN151(( O 5 GreenSpace GreenSpace RIVERWALK Amenities Amenitles Pals[ lE DP b' -50' Teau ID DR 30' Space Elements Space Elements Sq.Ft Sq Pt. 30' BLOCK 2 Sq. FL S FL NJh /KNINF 15' 10 5L0CK2B. 0' BLOCK 30 T eIt51D( LF 1& -25' EAU51c-0R. 15- "AHE51Lf Block S' 10' 5' : -3 45' ddT3H)LQ IO 25 �e ¢ rat -fare m„ d, n awe a,d,ar sired, h , dh F m -h I e BLOCK4 TT/W0, IRTA1u1D -DR 5 12' 9056 3 6- g Md charter, An' 5' 20' 10' -t ��086 b rren S6Me1 6 s, rRf,FAB G T 15 25 TpnL 1 £CI Id,' Shmb reryrecv 9 'd VaM(ac y(BS) NRagolred 30' Seoul no, Re NSed No reactor Coal Block 2 0' e O' 0' 2 -4 60' off AND COMMHEGTAL) a I4hlTaoe ry 12 IT Awforea, 1 _ -� it / /n'n 0,(b pl - rutl c d CrvioAre, Me, 19,00 Intel Palle 4Serva &,d 18 Flohece ee has frees v6 B 03 b arrive almgualkueyd bertha af,,gVmi my , . onODT wryreen aead50 IDs g' - a Bullet/ 2,00 7915 Erergreen9l bs Llm9 r&Of,onno Orders _ lendenapo Big eobanm Loved, civil Tar,., 5 voxeRnn aquo-ad 3,000 ]0&i - condor as Al o Tral red 24 renomoen m l nneelor 180 3,1]0 Mn.6ft�ryu /( Gb rele ➢0,M 6ftFln I P 6Ceramic 1,goor Afal d Turf halbw yv s oncoe Al rosier, hstl was rBlock4 and6Glone gores ¢manenral Trees ___.. _ r6u!!er 600 6,880 �Nlv 6L9ge .Made Tieee 6 ge S betle hays Area sol la Pomr, PoUe Of Devalopmem 91nery My Me, Age n'aed- Niters Poided 1, ed we Area PeM 35000 3.5203 f ,BeCaro cd odvier0,an The CO3 fyolNbemarle 350600 33393 glow"a Sol cry ouldo The County of Agannords, dovawn et_lrya � TOtdi 366,009 ]6909] _ 370.800 396,896 LOT/ PARKING / BUILDING REGULATIONS MIN LOT" FRONT FRONT PARKING SIDE BUILDING SIDE EARNING REAR BUILDING REAR PARKING MIN /MAX MAX BLDG BLOCK WIDTH BUILD -TO -LINES SETBACK SETBACK SEIBACr SETBACK SETBACK STORIES HEIGHT BLOCK 20 R' yC 10 25 ° o =0' 5 - 30' 5' 2 -3 45' TN151(( O 5 l AISU(DR IRVATF RIVERWALK XING 12' Pals[ lE DP b' -50' Teau ID DR 30' PRIV A ATE T BLOCK 2A/2C: 5 114 30' BLOCK 2 18 NVfR &ALRXl IG 515' NJh /KNINF 15' 10 5L0CK2B. 0' BLOCK 30 T eIt51D( LF 1& -25' EAU51c-0R. 15- "AHE51Lf 3' S' 10' 5' : -3 45' ddT3H)LQ IO 25 OL 10' BLOCK4 20 IRTA1u1D -DR 5 12' pyh IDFDR. 15' a' 5' 20' 10' -t 4S rRf,FAB G T 15 25 TpnL 1 £CI Id,' BLOCKS 30' rum5lce eT. 0' -2s` TuI�DECI o' 0' e O' 0' 2 -4 60' off AND COMMHEGTAL) BL )CK 6 NA 0' ; p 20 70' 50' 20' 1 -2 30' , . RFSIRI('T ON5 /REOUIhEMEN5A5 OCIATEDWfTEI TANDI RDS ABOV = MAN siloAhARE ONLY FOR AM[ GIDr 410 vNi OF M (v kPACE5 A sAI NTFI:ANCE Ma_A4'J I, OBI I BOD Oil lo tl51DF IOT IIHER cerk116f NOO, OFF I N DLOOA 2, F v 4 3_ NO DTCROCY MENTOF ARCH ITHTURAL `E TU SOfi O'FRV 9G5 ARE I ORNAH7 ID V, 1`NIN 9WY�TFICHE, FOR 61DIQ52, 3,1 4. PROPOSED ROAD CROSS 5ECTION5 AND5CAPF ROAD NAME P AVEMENT SIDEWALK RIGHT OF WAY STRIP TRIA151DE DR. 29 s' g 55' PUBLIC TRAILSIDE CT 26' S' g 55 55 IRVATF RIVERWALK XING 12' Total 20' N/A PRIV A ATE Clevisre e) V W� W� C v w V U W Z 0 Q W i Q O Q F z W a 0 W W 0 45183 15 w 0,z c° d 0 In N in Ad iq sr o> a i� W J W M J Q Sole sheet No C2 OF 28 12.009 \ \ 'F M62 -23 CITY OF Cl ARLOTTESVLLEARGINIA AVD COUNTY OF ALBFMAFI F VIRCINIA f E D 8 1 D.B. D B 47 474 PLAT )b ZONED R1 ` USE " \ i ssa TMP 76 -1 -- CITY OF OHARLOTTFSVILLE & ALBEMARLE COI D 8 916 179 D. 281 -334 P L AT ZONED: GivC USE PARKS /OPEN 1, -A I ZD L T � A '0 O 0 � x O D 7 O O O ED A PIG az Z 1rT1 D 9 A DO < UP m A !n m Sax N I�1 1 11 TOP J8 -58D MICHAEL J SIERRA D.B.2912 252 D B.5,15-617 IJFSC. D 8.300 -163 PLAT ZONED R1 USE SINGLE PAM. RE TOP J8 -56E MICHAEI J SENDA DFJ3 2912-252 D B 545 612 DESC, D POD ED63AT US_. OPEN SPACE l F TIED TS -584 TRUSTEES OF CHARLOTTESVILLE LODGE 389 THE 73-8A OF THE BENEVOLE'.NT AND PROIECIIVE i ORDER OF ELKS TRUSTLWGEF 3CSFIARILOTIFA'011_L7 J B 559 -63h BEN /0 EN 1 AND PROXY TI D B 367 -93 P AT 1�1 ' \ .ORDER OF ELK{ ' % .....` I1 S €MIL -PU LIC �_J �c 0 ,. AER.,k YCLEP ^fa..,NE :, PCt_.�` rlv _ _. _ L ZONOLI 4RT Y \ 2gNEO Ri- c DB>o1 z v vV _ - PO4 q USE'. OFFN , V A _ �Seb �S1 E 40618' /fij- �^ - - - l / P A A- _ N ..<.. -.. M 4' d =i I (..� DIRON _ % p NO N f/ IODND �EXI 4 TR crIDVE \ \ ONCR TE / F UND / I I �I -�DTO BE RTE'D puIDLOING ENICROACHES - �. / 1 V v. v I �v �v r 1 �v 1 A 680 ENCROACHES vv v h, (T6% BE REMOVED) II �� � � 68 IRON T \ C , \ A v 0— 'FOUND V - % _ � c A \ A �` V A IT % V _ \ 1 I FIEID }LOCATED 1IN 1R v 1 F1,00DPLAIN LINE \ .. � A \\ - -- 1 / i / l/ , -- _ AV A 1 CR A, I/ v _ 1 1 / v i I- i / I (TO B TRF�MO -° \ (,TO I REMOGEDI IL / : / I Its fT 1 1 ✓ 1_ � 1 I / 1 I / i IT I E / I IF IS / / bREIE RVED iv, /� i ` r�� 2 / — ' hes _ _ � _ •v .e I I 1VP/78 -58 SO RI`�ERSIDE VLLACE PROPERTIES, INC._ ' -- ITT -_ 1467 Acre DB 0150 PG 20 ' �- � � [ - \ DB 582 VG 427 PL,I ), - 1 A.DB 412 P6 345 (PLAT) ^ COVED' RI T, ° 1 \ USE. FOREST CO ,__- 1 \ EXIST I$EELINE - LJ V A (TO BE REMOVED)f, I W _ \ or - -- i A _ 1 A V A A _ IT If d, ', A v A A �� v v - EVIIST. DIRT ROAD V A� T �� (TO BE REMOVED)_– - - i Ac f i O \ v — —`V ` \ � \• \\� -- _ oe� – �� NN / — f If gXPAT TREEUN� �\ 'TO REMAIN (TYP) A 0 l ' ,La \ e� ". _ FIELD R -0OQILAIN LNE YR - a / -LOCATED 100 g, -- 2s. v -. - -- --- - -- - �\ - - APPROXIMATE LOCATION IF 1 20' SANITARY SEWER FSMT. � r A I __ / .: (D B 1274 -58e 59aH 595 PLAT) - 1 ;� � �' IT 30' SANITARY SEWER EDMT 1274- 588 594 &/595 PLAT) -_ - - - YY 32Q $ENCHMARK- �—''��_ —` SANITARY MH fI A4 V� TOP =32216 TIDY 20 SEWER ESMT PRESE?\D STEEP SLOPES IT TR (D B 2116 -21& r / ft i D B 2177 228 PLAN 1 e. 320 - - __ O 7AA-1 �1 iALF ` / ROVER'S EDGE III � -'MP P 68H -- - / D8.3629 -3: 1NHIT HOUSE PROP R1Y, LLC. D,3,3243-5 & 6 D.A J744 12 CONED: C1 -i D PL077- 227,228 PLAT USE: PROF OF ZONED: CO -EC USE OFFICE. PORES FE 4A IN- 12'I_15 Vr �0 // ir�'. "'Y NO 3 1 5 LIKE BEAR NO D151 AN' fj N53 213 21 W 51 51 L7 F75OCS� AS fl LA N24 30 AS" 76 73 F12 N2 -02-03 - f6F98 6s TO A 1 2500 1 20� -9REAL -_4761 29535 rH02320013E6. IN 50 0 50 100 13o _ - - Scale.: 1' =50' v 0' IN W \¢ w° 7 Qq�i an Q w �V 2 z w O IL L n Z z 00 IS3 0 CA Z CA IIW .a W Z q° W JM LL L \ \W 1� W J J Q Scale 1 50 Sheet No C3 07 28 6s TO A 1 2500 1 20� -9REAL -_4761 29535 rH02320013E6. IN 50 0 50 100 13o _ - - Scale.: 1' =50' v 0' IN W \¢ w° 7 Qq�i an Q w �V 2 z w O IL L n Z z 00 IS3 0 CA Z CA IIW .a W Z q° W JM LL L \ \W 1� W J J Q Scale 1 50 Sheet No C3 07 28 50 0 50 100 13o _ - - Scale.: 1' =50' v 0' IN W \¢ w° 7 Qq�i an Q w �V 2 z w O IL L n Z z 00 IS3 0 CA Z CA IIW .a W Z q° W JM LL L \ \W 1� W J J Q Scale 1 50 Sheet No C3 07 28 v 0' IN W \¢ w° 7 Qq�i an Q w �V 2 z w O IL L n Z z 00 IS3 0 CA Z CA IIW .a W Z q° W JM LL L \ \W 1� W J J Q Scale 1 50 Sheet No C3 07 28 Z G v 2) G A } Z acx BLOCK 4 VATE COURT ES �OVTI/ fLA T�RI ESIDENI'IAL) 45 ACRES VATE ROW) i� I I �1 ,i 1 p, 1 W I WJ Li I J e y , 1� ° \ \ M O j4 \ W V .v LLl v \ '. S BLOCK 3A 13�,ACRES \ \\ --.(RESIDFI4T Q\ \ it \ �P `b 6w v v 1 \ \� 1 I w' TREE PRI AREA SHEETS 5 -7 v - BLOCK - ACRES SOPEN SPADE —(PARK DEDXCA DILATZON> CONSERVATION AREA) I to TO THE HOA) RNERWALK CR05SING 0 32 ACRES (PRIVATE ROW) 1 1� 1 Al ®/ -STONY POINT ROAD DEDICATION FROM TRIP )8B- 1 -((1)) -101 THRU 106 / 0.02 ACRES ( PUBLIC ROW) RT2p '� 2 S 0 28A40 c NFTx o / / A / / � f STONY POINT ROAD DEDICATION 0.25 ACRES (DEDICATED TO PUBLIC USE) v� �P 60 0 50 120 180 Scale: 1 " =60' v�FI 0 C� z 2 w� a� w` 2 � o Q rn wa red -TES II W W N W E F EEEEE � a F C o W I� w I: O I W ��I �d I mlv, Q��II L�Zi L It 1 Z o 0 u W J u x co Q J L Q.. O b "I' Axle 1 ° =60' !�. slaee rlo. C4 123 z 5 , °E I 14, b L o Z Q a � } F F, w Z d w 0 0 U � �W J w < ww< NSW Co Date- 05/01/14 Scale sr�ooi vo C 12 .009 THE PLANS AND WHERE SHOWN ARE ONLY APPROAIMAIt LY CORRECT THE CONTRACTOR STAII ON HIS OWN i / INPALII� I OCA1'E ALL UNDERGROUND LINES AND STRLCTL AS NECESSARY :y TA S \� �i y.0 I 3. ALL AND CONSTRUCTION SHALT_ COMELY IITH THE CURRENT EDI DN OF GENERAL WE HER AND i C� UV L_ SUMP CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SLUDGE AUTHORITY �� �j 9 1, £ Y 'FA- OFF 4. 0AT1M FOR All F}VAl1GNS SHOWN IN NATIONAL GEODETIC SURV Y S � U T L / 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SALLYING MSS UDLITY (1800 -552- 7001). 9 p6 ?n /`/6A / a ..: — E ALL WATER AND SEWER AP-S SHA E2 d L HAVE A MINIMUM OF H FEET OF COVER MEASURED FROM THT TOP OF PIPE, ' A !� OVER THE CENTERLINE OF PIPE. MIS INCLUDES AL FIRE HYDRANT'INES, SERVICE LATERALS AND WATER LINES, , / A / ,q _ ETC L N \ 7. ALL WATER AND SEWER APPURTENANGS ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES See, e• V 8 VALVES ON LEADERS LINES SHALL BE RODDEU TD PROVIDE ADEOUAIt RESTRAINT FOR THE VAI VF DULFNG A A 6 / FUTURE IF' -VISION OF THE LINE 50• Tie \ New 26 AG3e 4 y �8 /tlA� L - / 9, WATER METFR SITS SHATL BE DEERMINCD BY THE ACSA BASED ON PICTURE COUNT PRIOR TO ISSUANCE OF A Prescrwtlon Areo \ s Imry sxwer J �� w A / (.T s, // 1 BUILDING PERMIT \ \ EpepwmL a zgg�F,�\ ; U SF NOTE: \ 4P \ 3 V 2132 OF 1. ALI. PUBLIC V ✓A1ER AND SEYIER FACILI145 SHALL BE DEDICA LED i0 THE AIDEMAVIE EST N iY SERVICE AUIHGRItt. \ \ New \ 35 gory w y \ \ 30 0 30 60 90 \ _ Scale: 1' =30' v:� X40 z �o z w _n Q r L1 Q Z 0�l LL z 1 Qi a (w� 0 LU � � U W iu Ewa LU N W Q z�Q. 0501 14 some 1 " =30' Sbset No_ C7 0-28 Flle No tE c �o€ c� z Q r L1 Q Z 0�l LL z 1 Qi a (w� 0 LU � � U W iu Ewa LU N W Q z�Q. 0501 14 some 1 " =30' Sbset No_ C7 0-28 Flle No A A 0 ss oo 's 0 ,o \o <s 30 0 30 60 90 Scale: 1 " =30' V � moll �y w� FN N J� c W Ip W - W nL � �I 0 i!*4 > Oi LU _ 1 J CC LU J � J Q No 370 365 360 3S5 350 545 340 385 F- 380 VERTt 370 PN 1220 06Va 375 ROW 5. 1 �w sszsro +w -- Design Speed : Sam 48,001K-Vol 370 L aw �n L I - PROP 36S > _ ° - 360 I- 360 � e Law C41AOE 355 2 _ 350 345 t nm a 540 _ w ailside Ct. - - - - - - - - - - - -i 370 Pm- Ettvss -z 1220 06Va -- 55' Private ROW a sszsro +w -- Design Speed : y 48,001K-Vol -- L aw PC L n - PROP > _ ° - 360 I- w ailside Ct. - - - - - - - - - - - -i 370 Pm- Ettvss -z _._. -- 55' Private ROW a - +w -- Design Speed : _ 25 MPH 36s -- L SDPK V+AN:: PC L n - PROP > _ ° - 360 I- - � e Law C41AOE 3�1 IJ< OJ nm a _ g w as 8, 5- + Design Speed 20 MPH - > Pm- Ettvss -z _._. _= _...._ a - 18984SD �- - - -_ 355 L SDPK V+AN:: PC L d PROP cea 1 i _ ° m - � e C41AOE 3�1 IJ< OJ nm a _ g _ J 350 - U ASO.T -�- � =n 'p Y� OII II - - z �y C D 1 - _ w _ _ 345 m 3 M ADE MADE 340 z j -- _ - 335 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 CT. PI_ANaI AND PROFILE C9 cRAILSIIDE I; - ul "III �. ull ' -'III III �l 111 III � u C k III Dcck III III Deck III Czck III ieck III k Deck III Ceck Je "k 1� I1 ,2W SF M12809F r I I BI 800 5° HId_1 6C0 m BJ 141611 8COS BIA800SF H101H006F Lot i'I SF 0 4/SB S- E3507 �L -4 0 Se III FFE -360.0 FE 620 III LaL42RD SF FFE 657 III B5 -1,800 S Bid, 1,800 SF 0 BIda,80flzm 4p Old 8L( F 44 _ FSgS5 4E -365.8 ® FFE FFE,364 0 -1 U III I I 03,3. 40 J I I I I I 4, ,, I I L -� I FO'GF III Porch I� Fai C9 PJ ryJ'. °61c III . 6 I Porch PaFCh III Po rd 1t L J L _ v� D Porch POFCO POFm g" � PI Pore6 =o 11 111 III 1a 1 11 4 \ mr s- - t460DSr '' oaacl =F 1 31FFE D05e III eId 18 e 111 old F III B�FF1,80P a3F III ola iaaco FV om Sao sr III 3�E_se�oF 1 E °3562 \ -FE- 35 7.o FFE 366.0 - E 369 0 7 1 D6a I1I I], D88: �r— Riverwalk Xing 30 Private ROW Design Speed 25 MPH �3C9 RIVFRWALK X NG PLAN AND PROFI:_E CAC 1 " -30' 111 -' Vertical 3B0 375 360 355 5o 345 340 36 38 37 37 36 36 35 35 Nse g Fnp SW WN9 Blod Iofnln9 lV011 0 y i 2Fm YLLhlly— Sl k BI k P1- - - �I Oo S EOP - (eP >e R1: }� nc -_ - _ wx'_'x`.*Xn P :#:'1$27C A21R - . 1 s, m 1 "�i aae �PZSa' h,154. f ` t - - o3z so 7` e A 11 .FFE FFE FFE `tc FFE ITL F E= FFE= 3.� a open 5}a f W q 3eus �rxe; 6 355v1 l seen III 56 7 seas 3657 �� y ECA X111111 �� II X11 II 1111 II X� w Tar) Deck III Dem III Deee III em Lock Deck L..a Deck 1(l II I L_azaos II I Leo aD r II I L .ter F 11 1 L za 4 11 1 Lot r 1111 / '��:� y .� 11 em 500 F 1 Hn l,.La .:r 11 BI e0o .= 11 el 193s- 11 BI 1,800 am7 NF �'� a L W Q or 4 /08 N FF' -356.2 III FFF- O L 4Y' 90 5- p -s 0.0 1 o L 1. ,[aD e' FFE36s ©d 1 a00 SF Da e00 SF 4� III 8 _taOL sF 3 a ,880 SY �, F E s5s.a © F� sa 3� FFE -3640 44 FFF 66L / J III III 4o III 4a 7 'I+ Poor =film 1 Parch raFm III Poem am °-r �� < w of -I III Pomp 1y, PCmd / o I I rr: �'✓ i e2g NORTF A' EY PLAN AND PROFILE C9 KA E 1' =50 n ,z0,ml 1 " -5 untLal 380 375 370 360 355 350 — 20' Private All = 8, 5- + Design Speed 20 MPH - Pm- Ettvss -z torl _= 84Pa «� a - 18984SD �- - - -_ U L SDPK V+AN:: PC L d cea 1 i _ ° m - � e 3�1 IJ< OJ a _ g _ U � =n 'p Y� -o,- - i•— z 10 00 S_OUfH AL EY P AN AND FRCF L ce 904tE'. 1 30 Hor'zantal, 1 "-5 V6N'wl 13 +00 380 375 37C 365 360 355 35C 3135 37D 365 360 355 350 45183 15 'a fL lV ^� z P d � 0 j U m U W 0 Cc W W!F L U) W I Q/ Q D to �1 O5 01 14 So ola 1 iO eei N C9 OF 28 Fae No, 12.009 torl U L L O _ L m � e 3�1 OJ o g U z �y fL lV ^� z P d � 0 j U m U W 0 Cc W W!F L U) W I Q/ Q D to �1 O5 01 14 So ola 1 iO eei N C9 OF 28 Fae No, 12.009 ° L . 4 x8'x237S Peale Bay 8 Landscaping Strip Brloketons Chomi Power n Jefferson Color at Running Band Pattern (Grouted Joints Tyle.) Ell T Eagle YT ft P j V In Cray. B killd Wth Mix unit I nttl WO r Ornamentl cmaadCav� L a - - _ 4 rRPx2G75 V cuts Boy Br corom- Cha f d Rover In Affarson Color at Parallel caging T Pattern (Gmit d Joints TOP) AB 2375 Eagle Bay 12' Pecestrion A 10�67 -Lire ' Ch never -- r L H rase p d / Priced Jefferson Color GF 90' 378 5' Eagle gl Buy B ec Poor, Har gb e tern (created Joints Typ) 6 c Cha f d Poser �I Jefferson C t Parallel Idg'ng p trero (Grouted Joints gh i0 V TurfiRtore �Mi� Croy Bui nd °Pl ntted BUD S * � { 1 8 tnndscop'Tg Strp' I 4 SO " 2375' Eagle Bay Brickatone Cni . r to offerpon Color at Running Band Pattern (Grouted Johre fy4) � s _-F rl — MEWS AYOJT DETAIL a 0 s�a� r= MAIN WIT ➢I G 0 BAS HICKNESS PLASTIC EDDGE E R RESTRAINT EAGLE BAY B2O6STONE siAMFERED PAVER 1.5 SAND BEDDNG Ell A SPOT 021A BASES-Di I II EJ/ I GEOTEXTIIE As REQUIRED (TURN UP AT SIDES 0'r BASE) Ttilll 111 I 11 h 6' COMPACTED SUBGRADE CBR =10 STAKE TO BE HELD VERIFIED i2oLTh'DiCAL COl`FCRE E PAVER SECTION FOR MEWS C(fl / [got To Scale PASTRAMI TO EXTEND 12' BEYOND PAVER PERIMETER IASTIC EDGE ORNAMENTAL GROUND COVER OVER SOIL MM BACKHT STRAINT N14 11� 'y` -EAG E BAY NBFSTONE CONCRETE PAVER GRID -fill -11 o 1 11Y3/4' - SAND BEDDING INFR h' - WOT #21A BASESTONE 1 III o C III -III GEC _EX J AS REQUIRED (TURN UP AT SIDES OF BASE) 11 �) _ �6' - COMPACTED SUBGRADE III— BR -10 -STAKE TO BE HELD VERGED PICAL PERMEABLE PAVER SECTION FOR MEWS CFO Nnt Ta sDa1a bitch Sections T re _. f> D sB 0 ALA TI '_ 6 A * E 3B -nfn9 h el Channal Sat Sdha 10 Y 10 Yr 5 E 7 0 pth With V ty Depth 3 AID s pe slope B2 S00 Al MLitlr2, 20 18' 31 61 1 2118 05 SAOA 6 _- ts' 1Y 4t1 a_t 42a 1J DI -3R Maitlr2iy r 3- _ a EGA rang DeMm 4ao � m _ � W m_ iCTYPICAL DITCH SECTION DETAIL �: Y Not To Scale �2 OF SM 95A SUPGRPAVE n LTCL - 6 VD AT #21A BASE_ATONE - 11 1 TTT N r COMFAO 1D SU FAR ARE TO BE FIT D VENDED G`_51TYPICA PAVEMENT SECTION FOR PARKING & ALLEYS C(9/1A-01 ToScue 3,000 PSI CONCRE -E Igo o VDOT #21A BASESTONE Ono, n _ II 1111II Ir LnMPAC;ED suBGRaDE CBR =10 TO BE FIELD VERIFIED ie ATYPICAI SIDEWALK SECTION O� Not to Scale 4' MIN. CLASS B TRAIL �2' - HARDWOOD MULCH -III III ( III EXISTING GRADE -III T -III hI MDISLURRED [RAIL STANDARDS 1. TRAIL SHOULD BE INSTALL-D AS MINIMUM IMPACT NATURE TRAIL WITH MAXIMUM GRADES OF 207 2 ADD FLAIL. BREAKS TO PREVENT EROSION. 3. FOOT BRIDGES SHALL BE INSTAL -ED OVER DRAINAGE DITCHES OR OTHER MAJOR OBSTACLES 4. CONTRACTOR SHAIL VERIFY TRAIL LOCATION/ALIGNMEN? AND GRADING REQUIREMENTS WITH 49 MARIE'OUNIY PARKS AND RECREATION DEPAR7VENT (OH. 434 - 296 -5844) PRIOR TO CONSTRUCHON- PRIMITIVE TRAIL SIANDARDS Kln�o OF Not T —Scc i' - 3,000 PSI CONCRETE 000000C 00 00�;h° - VDOT j/21A 9ASESTONE -11111 �.11 -111 111 lF _CBR -10reO BGR DE BR -m TO BE FALD VERIFIED a TYPICAL HEAVY DUTY SIDEWALK SEC,10\I C(9 Not Ta Swle c I LJ to A4' T re _. f> D sB 0 ALA TI '_ 6 A * E 3B All V SC 1% 7 AS l_ SB 3 AID DI 7 B2 Di-3r 6 B2 3C 6 tIJ3 L C 6 _- Be 3C 6 a BY DI -3R _ it 2A r 3- _ a EGA D2B DI -7 C3A A 2,5 r4 DI -5( 6 D6 12 -0 9P - 13 D B 14 Fief it be nAIpdPd with future f.eloprnent- e STORM STRUCTURE. TABLE C(9 Not To Sole o or 5CF) DOW &0' 6 60 —I¢E —SAN 91 W NG ffRACK SICF'AIN,KN Rr L N LANE _ sml% 1 sm ac IF I - -. .OR P OR n nN MOST SID UDJ � e, A•' SIT 95A ASPHALT SET DETAIL AC?V cap 35 N - D ASHAR 8 I ACDBFLAIC rc TRAILSIDE DRIVE CROSS SEC 10V _ C10 SCAB. 1 " -10' - - r-zaa ACCESS E SEMENT I- POO 1xXVLJAr- zD�Ta7 Js - D —� ANKIND PAT S10 _ z o.R — z Dn Cc 2W9A 9rA AT 8301 121A R EII�SOUTF ALLEY CROSS SECTION I 9 GALE 1 " =10' - -- Y� Il —an.0' ACCESS L TIT-- OPEN SPACE LAD WAY BOIUIING SNBCs e]' SAI-95A 1 fi F SPOT J21A / _H ALLEY CROSS SECTION ao JN 1E�i ° =,D 2yv L e M—{ 0 I IF BNIACS RE SEI9ACR AN XONZ I 4A CONCRETE SOOT SIP uLLd SK DETAIL care m) ��RIVERWALK XING CROSS SECTION �(C SCAE.ln1 -- - -- riz�`LjFi (OURI _CROSS SECTION_STA 1C +00 — 12 +50 Si5 TRAILSIDE COURT CROSS SECTION STA 12 +50 — 13 +50 — — � I I FN .a aw. Zr N Q C) F- Q1 Z LL \ \�a 111a A w 0 o U W "I w J 0 (t Ww� W J m LL QII TleG�c Y' =30' 12,009 Note- ketu to SM1eet 12 for Lonfiecape Calcul�lons. --1 — t �al�a A V r iw5c ��� A r �'e J aioyb 1 i "\. r One OD � bem_ � � � f re 24d Dew- obi < V RofaOm - ✓' / / y SF t A \ Janerq (4a) ,H . � 1 J7 hO 9W s£'� smt"Ij'Vy 4 e. 2 ` \`h M� r B%EZ3V29 i k _ \ eiongiEre' SET oerna3,67 fare on Tru,kode Drive shah have no branch?ng Belo 6' above grade altar punting. Trees wiinin sight lines -ray need to be limbed up to 7 or required by WCT_ �Plant Symbol Common Ncme (D t,� "aaeetgum'. sweetgem 'Dchader Glory' Red Maple Willow Oak "Hentage River Birch Op Black — !� Alleghery SeivIceiderry EirsTern Refund Flowcrng Dogwood Eoetern Arborvtae ba dden Hroodenmon y-y Z , Dwarf voupon Holly I � � Kolmia latilolia Note- ketu to SM1eet 12 for Lonfiecape Calcul�lons. --1 — t �al�a A V r iw5c ��� A r �'e J aioyb 1 i "\. r One OD � bem_ � � � f re 24d Dew- obi < V RofaOm - ✓' / / y SF t A \ Janerq (4a) ,H . � 1 J7 hO 9W s£'� smt"Ij'Vy 4 e. 2 ` \`h M� r B%EZ3V29 i k _ \ eiongiEre' SET oerna3,67 fare on Tru,kode Drive shah have no branch?ng Belo 6' above grade altar punting. Trees wiinin sight lines -ray need to be limbed up to 7 or required by WCT_ 7t. rrtuvlui rrclu ti_ Y ;\ —car 6z .s,_ \ `- �"/f ry z,.. v x, 7�v AE" ° ra S(41 + 11fifil-' yr =_. N - e_ / y'k 1 �C`j zt1 t i s do, ' x x.s2� I j - , �`\ita _ _ °s T - � ... .......... ,\,� = wy - �. sr(otan�ee.7 1 N SGPER AAS OVEXHIB3- 1`406�'� `- v'��� = .,ti"? - �%' -±-�T- 1 - - -y-� ^a""- ="\ -�� '�xn` �t -_���P }.i -k r._ t �.. a \1 0Jn¢aow �_� i jgr' A 1 i — 7 _ - N her x k qs — e0. ,- g,, t� j y ,. W� v` Q -. - .--.'— .' ;, ..; ... _ cxi - C' _- _ v X ice"' 1 ssa s r �: t';L...a.R -^ _. _� c."t .9 "� ; v� '`' _ , -- -arm S ev , ? rg,, - "' . :In, . r` - _ - _ .- ..+ - IeEttaE i . -.1_- - -- - — -fi --- -16 +00 —0.2 +/ 1\71 F IU 1e +oo } 20 +00 ,d jN_0 &B, _ — — -- T - -- _- - _ I a- -zG�- 1� 342 7V & ^WY B 2 +Q97 \ 23 +00 ` ,r _ 1 FIT ^' � - v .r -, STA 19 +63.91 _n S ONLY POIN I R -A� RE r ,EN�jA1JBE _ ;� �- _"_ }} /T ��'#S..P.ER AASW O�EX His- 40B coNc. HEFETALLd �, / ^ = � I �� i .' 1 y �� i / �_. , � o o ri ao 1 -, e�o 90 - I S i ROJTE_ IT ST 17 00 A 26T00 Scone 1 " -30' C1L SCAL` PTO LANCSCAPING RJEOU IR D:_ - REFER T� SHEE -r C Site s w Large. Shade BT ee Per 3c of F onto e: 998'/3C-29 trees @ 3.5' Cal. Min. 207 of total p) RL 2G Street Trees: L g 9 .X / a) r`,. Internal Street Tree -.How r ..._.__ I 1 I I Flowering Ornamentals Interspersed Along Frontage. County o(Albenu 1. O / Ir `t I- / } Ide Dr. & Trailslde Ct.: 1 Large Shade Tree Per 40' of Fromcor 2,155' -673 (VCOT Restricton) =1,480 cni...an ^rw�cee�busr rn b^hr n 1 n -p rinrt. o lq (xr mm,nl5 rrm zwmzv'i mr �on�plerespeuf "ra' ) 1 I'/ II fh f/ N® O 1,482'/4D-37 Tees @ 2.5' Cal. IJ nI,, �O Riverwalk Xing (mews;: 1 Towering Ornamental Per 40' of Frontage 63Il/40 - -10 Trees @ 2" Cal. Min, TI to n^ a 'r'rre + rr w N �) 1 1 l/ , y Northern Buffer (Bssk '). 4 Large Store Trees 3 Evergreen Screening frees, & 'o Evergreen Shnlhs. U s rt. a �1 �x \ I /, % ' -s( anent d, 9. I ! % ! 11� I Tj // Northern Buffer (Beck 2A): 10 Evergreen Screening Trees, & 50 Evergreen Shrubs. A m vS p -e I 1 / j Y ,(� Northern Bu`fe (A FAIN 4): 6 Large Shade Trees Ad] Ty'a OF s°o `.,� r (,, t ! 1 � Screening (Block 2A). Evergreen Trees @ 40' QC., Evergreen Shrubs @ 5 O.C., and I lowering Shrubs (? 3' O.C. " / °U °` n a r- 1 vn _ a n i i s SWM Facility 3 1 anbscaping along eltronce aorridor as per ARE recommendotlons. 2, Mrolkil Q F Main Road Entrance: Assorted Ornamental Trees, Shrubs & Native Grasses. VI SII n - a nrnb �za m .non v nn Pl n a'ny ¢ ,v+ etv.0 n xzsa ^a ee SH,r, 'su v^w�r o� r W y -- ) _ - ANDSCAPING PROa vloEC. ,. ArZa - - - - -- a, - -- - S04991 OF Existing Canopy To RemoI x 1.25 Bonus = 361,239 SF s tl a reµ r In a -n - `n`rT e --=- ^- y..-„v - z - -tl 0712 SF New Canary a. v c Sarrese n - - 431 951 Se Total Canopy V ''- A � �� U H r rl U r Y. a ,con ,uwl ,r r ^O tLarr x n min <A .i ar nF ar Vt m...... . W 2' }. / 26 +00 / 27 +60/ _ Provided. W / _ _ � tr. t Trside CL: 40 Large Shade Tr w Eo' - , c _ _ _ 0ob Rt 20 Street Trees 30 Large S *.ode bees Pro zatoa W � '� _= Rowe g rramentals nt p sad AI g Frontage ©s 11 rnn , 1 u to Soil e x T _ � r ce c,s e oo F� nta e. �a c -. nT �.zZ -.�-__ I • -. -- -' �- �.. .. /rLTe retinas w,nnrao r,.. ar In, �I at Law �o n..�..n Internal :nee Trees: ens Provided *" RiverwalkS Xing (mews): 16 Flowering Ornamerdal Tres Provided t^ Northern Buffer Bnck 1)' Large Shade trees, 3 Evergreen Screening frees & 7. Evergreen Shrubs. v. 1 ea 1 _.. .. 4 r F Na-I .'1: -1 nr.n,rawa; ^ICOr .e mr anon.rt ...nv.L. - m - -- x - - -a, n h Northern Buffer (3 ANY 2A)'. 10 Evergreen Screening Trees, & 50 Gvergreen Shrubs.5 E �__/"` _ _ _ - Northern Buffer (Block 4). 6 mug Plane Trees In Rear Yards. - . y- o SPMM Pocilit9 3. 2 made Shade Tres & 12 Shrubs. ( /C 1. �- f Screening (Black 2N) -vergreen Tr es @ 40' O.C., aernreen Shrubs @ 5 O.C., ood Flowering S'-�rubs @ 3' O,C, J 1 tom.. a u' mr, r -t l n m _ e s y n uol legs c. n F4 e hmn o e 1 m m no aT c 1 xa print,, mM e a r2 RGt((` 20 S RLETSC/AILE STA 251 NN - STA 27 +50 Ain Road Entrance: 2 Large Shade Trees, 4'. lowering Ornamental Trees, 14 Flowering Shrubs, & Native Grasses. v. T wwm Ma C17_ SCaIE 1 - =30 Quan tit Canopy Quan `It tang Qu an tit ^ / °LI wn e n. ar. n -e - -- n a ni - =4 n:n nn r a..a a a -1 Ian Cal /Height at 3.5" 3 5�t a. 25 S25 t at 2.. rb. T Wall, LANDSCAPE SC r� Canopy To [al Total l ^ /.do wn e n oubamwl a-n' n� ^1 �,.e.. re¢wvll mmn u< ,mss maa�.wr ma w SET DRUNK PLUMB. SCE t4 Plant anting Type Botanical h re omman Name Y Y y SF at '`'T a a v e PLANS FOR EXACT Symbol 2" Quantity Canopy SF n In n- LAYOUT AND SPACING_ 1 - u ToradiuOtRadlenowaRO Large Shade Tree Jqwdoduar st rccfluc R t dlobo See Above For 11 272 c; 238 0 206 32 7990 ^ /^d am ,.. ]no w 1 ..1 gl n . -I b 0 'R t d1 6 9 etgim R t{ ants p dOn :'vary he intent; ,a u,nrryDwUlxrvoo- . TRFF TIES, SEE SPECS OrAc M plcr R qubboveFo 10 510 19 452 0 397 29 13688 11 g�L R' .nn =^ 4 O large Shade Tree Acer �ubmrt` y m 1' '.E 'It'll n 1 - aJ tl. P' stairs, ]�2" SO. OAK SrAKFS 9e Requirements -- ra o d n SET 180 DEGREES m e See suib r o 1 r n 1 - xeaolxrn '.ra H '< g 5 Ab e For 0 .._5 5 - -46h 0 -- 3.,7 <.,20 3PEd..ty mmlayt l NFER Wffll FUL CON JEAC aaq mEE OTISm. y Heritage R �aenls- AT KIST E�DF /4'EWPERSRFWONSIIxIJTY TO CONNLa^ naNTHACla %UP INLL C4F5IiMTAT(ON AFAR 9 411 29 419 0 370 38 1 ...0 FINlSNED GRADE - -- =z N2 B t de'xT5 -_ -. -- -- (i(�r L Shade Tee B q q L Shade Tree ¢ Frolics as APPLY OF MULCH AFIU2 NIIII - .._ -. -' /M'••- �j -� O /�- //j 'nri= PLANTING AND WATER S Above Far THOROUGIi LY L roe Shade Tree Black Gum Ny m sylvat Requirements 0 i8" 10 151 0 123 10 1510 OvY1eG,S[Sr+xK I RR �� (oATF.) 4" COMPACTED EARTH jl m Ab ve For / WATERING BERM ® M.d' Prob T A b'. A Red M R q 0 0 4 234 0 177 4- 938 y1. os Pay: ments _ CON] 'RACY PON(1LR98R 9IC?WPOIIH (DATE) EXISTING GRACE j -- - �� 1 1 Ornamental ' Tee Amel rc4 ar louvre SAVOebeDy 2 Col, 0 0 �I 0 0 11 130 11 1430 1 PLANTING PIT_ SEE SPECS �/_S•� -5, Orr ameotal Tee Congo .anodeoss Eastern Redb d 2" Cal. 0 0 0 0 28 124 28 PLR TIN EXACT REQUIREMENTS, "�✓ - . - -- — OF Am r, 10 cm 0.e � ST P rn L rd PLANTING Sad AND ; o - - PLAN1wG SOIL AMENDMENTS ro " " - -- T we, rwlde Tor x Ornamental i C Rates fl - g D q 1 2 Cal. 0 ^ 0 U 24 121 2E 2976 fah APVOFAE,�C EAFJ.Y km 5F OI1 R RING BURLAP & r Evergreen Screening Tree Thule occdenthe Eastern Arb0FV ac , HL _ IS rtii iD 110. C�ttAfT R'eT 4�Yd !Q d e rD ReN'T H-D `ChE STRING FROM TOP 1/3 �ii. r A?,. im iy. m u A AlR1 n b aOFFE OF ROC: BALL TWO IMCS C ors on _ _ _ --- - - 06- - -.. -,� II muscINCAJD Pc I:5 OOI 3 ALL 0- TklP Kula BALL DA MIN UNDISTURBED SOIL- 7 Evergreen Shrub R ddb d oen Rhododendron Ctb 24 nt 1�90kW L d OOi3A4 TREE PI AN— Na, DETAIL e �hrnrrltt el�ua NT Nc PIT -- Evergreen Shrub Ilex v m'tara Nana golly 24" Ht I 6o P@FN.RFG 50,1 � O rlklly5 ��,tioF is scce = - out NOTES: �lt'I Forngreen Shrub polmho Impale Mountain i ni 24- ILL FALL 1. Contractor to apply mulch bedding around all proposed trees and shrubs. - e I - u7 All other landscaped areas shall shrubs sodded 42 AD uer 't 2 All nice plantings t trees and Shrubs shall be reel Is to reach, and be Flowering Shrub Ceanom er'car us New Jersey T 24" Ht TOlA D r o maintained re t, at mature height-, the tappieg of trees is rt prohibited. ve Shrubs and trees shall be pruned minimally and only +.o support the overall health p � a - -- — - -- TO AND Utvso!L of the plant. Flowering Shrub Rhododendron Rose Azalea 24" Ht. 3. Plantings shown or To approved rezoning plan ZMA 2012 -00002 within the h m Orgaor unto Little Bluestemhali aOSSmdarfplans submitted for those u tune mixed-use areas shall be shown on site portions of the project. owering shrub a �rgrlana Virginia Rase 24" Ht. 3d 4' ShRLB PLANTING DETAIL G g _ 9 ps of SchlzachyrUm `,� C12 N.,. To Scale p - flowering species. OTAI_ At 50712 _ NOTE'. CANOPY FROM 10 YR GROWTH v m° V to di u w o`E *4 4 9 In W V , g In > A A. IF FJ A) Q w 0 W (L U Up CA Z Q QII 0 Z z la�j 0 W U W III Uj 4J 0 CIE N W LL Q oaLe 05101 /`,d I 1"- 30' Sheet Nc. C12 OF 28 F18 No 12.009 380 375 370 365 360 355 350 345 340 335 375 370 365 350 355 350 345 340 335 ALL PROPOSED PROFILES SUSAN FOR PHASE 2 GRADE r� w T z'I W 0. ap 375 >� sN 370 L 365 Q 360 �a W 355 =— 350 - -- %>1WATERLINE "A" PROFILE STA 10 +00 THRU STA 19 +50 C13 scat = 1 "-30' riodaootm: 1 ' =10' veffnal 350 350 340 340 -- I--- _= _ -- SIA 10 +2060 THRU - AL FITTINGS, VALWSS AND HYDRANTS DE RESTRAINED MEGHAND 350 345 -- V+5132 MUST aL TOWTS _ �P-- 9 _ 340 335 — p Grial m _ LE _ w —T _. w< e- 3 WATERLINE "B" PROFILE C13 SCALE, 1" -30' Horizontal, i " =10' Verkal 14ra0 355 350 350 345 345 340 340 335 ECSIWATERLINE 'A" PROFILE STA 19 +00 THRU STA 25 +00 _ 3 SCALE 1 ° =30' Horizontal, 1' =10' Vertical %4)WATERLINE "C" PROFILE _ �1lVSCALE " =3C Horizontal, I " =10' Vertical 350 345 340 335 375 370 365 in 360 � D 355 Z CZ 350 Q QI LL Z 7 F Q 0 0 U W W 0 N W Z0] aI(�J \`�C/111 Q Date 05/01 /T scole 1 " - - =30' srura rv0. C13 01 2R 7. File ND -- -- -STA 10,000 TI1RU 11 6459 ALL FITTINGS VALVES AND MECHANICAL JO5 MUST BE aeSTZamm MmHaNICrL do vTS -_ — p Grial m _ LE _ _. w< e- 51 _. on nr w a 5 -F= ti z -_ L —_ _1mv�i 10 +00 1'+00 12 +00 13 +00 %4)WATERLINE "C" PROFILE _ �1lVSCALE " =3C Horizontal, I " =10' Vertical 350 345 340 335 375 370 365 in 360 � D 355 Z CZ 350 Q QI LL Z 7 F Q 0 0 U W W 0 N W Z0] aI(�J \`�C/111 Q Date 05/01 /T scole 1 " - - =30' srura rv0. C13 01 2R 7. File ND 365 360 3s5 350 345 34o 335 330 350 345 340 335 330 325 320 J55 310 ALL PROPOSED PROFILES SHOWN FOR PHASE 2 GRADE 375 370 365 360 355 350 345 340 335 330 �o' PROFILE: SAN 6 — SAN 6E _Cl 1 SANITARY nrzSEN� R PR 4 SCILE- — 4 xuF 30 Imnzo�Cl 10 ver OF F SAN 1 -- SAN 6 C1 SANI ARY SEN R PR 365 ARY P 360 365 36s - c 6 — 11 c 4d SY' IF 1 " =30' Honzonial, P =t o' -- _ 355 360 Fs 360 -- _. m 350 " -- __ _ —� - 355 - — 355 _ 345 EX GI➢CP 350 0 340 — — -- 345 - - -a °— 143 5 r•_F =21: SEE 35 ® ➢5 ? %:l _ 335 340 a. 340 � � 3 SANITARY SEWER PROFILE: SAN 6C — SAN 6C1 C14 SCAB 1 " =30' Horizontal, 1 " =10' Vortical 350 345 340 335 33C 325 320 315 310 375 370 365 360 355 350 345 340 335 330 a w� w0. F w �q: 1 \ \ w w n `O$(S31n p Gr >i Llrr No 451 Sh w4Wd 4 w O lfi K Q z tf] TL Q cc Z Z r 0 s 0 W J 0 < Ww< J QI Z L Sheet No C'4 OF28 �� ARY SEWER PROPILE: SAN 6 — 11 c 4d SY' IF 1 " =30' Honzonial, P =t o' Vadlcol 350 345 340 335 33C 325 320 315 310 375 370 365 360 355 350 345 340 335 330 a w� w0. F w �q: 1 \ \ w w n `O$(S31n p Gr >i Llrr No 451 Sh w4Wd 4 w O lfi K Q z tf] TL Q cc Z Z r 0 s 0 W J 0 < Ww< J QI Z L Sheet No C'4 OF28 �� rF v= ', I OVER FE Ic S- I -t),L) Ll"PLD _tE,L IT T tIKF > US LIIN CneeD Frvv. 1' - 1 r ,x o i lY F SE r nSt RLI V c L� f ( N HNL HSTICN Ihll III FEE IF RII- SL AL'S IE r Ox A FI TIO 4 t FF E L 11 I H� T J E 6 0 F CN F -T HIES _P rIFITILL, IF T�. -, L N NOT fil NO h TOFF CFO AN HI Kt E ,, FL)FIHILMI NT IUL r N If, SUISUN, M F I I LE LIPL Ir r FF P Ul S'ALTANT rAll SUL ON I'..._ TH ONCULIANT Vill L PPMINL F1 F F n N1SAF: ;H L I T,E T NPE I UK F,SN F A F N C E) 3 A S L I ,ONI F101", HL FUFLE`5 T.. PEt l & FRU-IFEL INNI IS OIF, zL1 IYPICAI- AIAN1101 E SECTION SHOWING BRANCH TIE IN f E., , I n n ALL PROPOSED PROFILES SLOW FOR PHASE 2 GRADE C75 Sl 1° =30' horizontal, 1`_10' III I z 1 3vNL I E NC F -0 1 )1 _0 F N r \ B 4 M SO A IS' R<v Fu 12 FIJI, �IL e I f' -EVE I F E RI F ANN H -/ - HF E, T I JVNF TI F T` AHPI Y TLS ,AII E C, i S FL . F FABLE - NFCT N F 3 T TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN R�L FIVE I I R o ISE III A. ` r J6 F >I= �° E�. L -- o Iu u TYPICAL MANHOLE FRAME & COVER NTR nc sTo TD 25 a TYP. MANHOLE SECTION SHOWING BRANCH TIE —IN s TYP. MANHOLE PLAN SHOWING BRANCH TIE —IN % 350 355 35D 345 340 335 30 llenj 1 - =ID' Ver&ol A4A A40 A4C +5TOIV, 1- BIFR PROFILE- A4 A4 B 616 o — S5 345 330 + - 335 320 63C } Le Mo 305 + F�' �mLrrp 4 a4� < � �s 365 ^.+w — `64]F 350 V z m n ��, �< Prop or N Hp 345 � 345 P For, r ed,, n 340 —Prnp Grade V� 4856�F 15' zl a 355 CAEN 161 09LF 18 HDPF ® 011% bore ®o n% - EE 3< F 2 355 o 8 D flat FDPL l x_ o c� t0 0 96 095 ° - __ 350 - 'm - - - 350 - d180% Ah I _ 9HCBtr P 5" HDPB al ar se P 345 WEIR LIME �!Y °Q I ngl YE DETAIL I/C17- �. Eff 345 ®1089. r m +DD m +5o '-- 16 SG1LE 30 Horizontal 1 -10 Verticol ry'� o- - eempn ted �I Yi __ Hi +5TOIV, 1- BIFR PROFILE- A4 A4 B 616 o — 360 355 350 345 340 355 550 360 345 3n5 340 3co 345 330 340 325 335 320 D1 D2 C92 D2B 1- 350 — c o 340 { S5 345 330 + - 335 320 63C } Le Mo 305 + F�' Pit d � �s 365 ^.+w — `64]F 350 V z m n ��, �< Prop or N Hp 345 � 345 P For, r ed,, n 340 360 V� 4856�F 15' { 355 CAEN 161 09LF 18 HDPF ® 011% bore ®o n% - 3< F 2 355 o 8 D flat FDPL l x_ o c� t0 0 96 095 ° - __ 350 - 'm - - - 350 Ah _ 9HCBtr P 325 al ar se P 345 �!Y I I[ Eff 345 m +DD m +5o '-- 16 SG1LE 30 Horizontal 1 -10 Verticol ry'� o- - eempn ted - __ Hi nni it 340 i5' HOPE ` 34C 8" HDPE ® 212% ® 114% ZE 2: _ 11626LF or _ a 10£00 ii F00 �1STORM SEWER PROFILE. D3 —D3B (J1�SC4LE1 30' 9or mntol 1"-10 Verbwl 360 355 350 345 340 355 550 360 345 3n5 340 3co 345 330 340 325 335 320 D1 D2 C92 D2B ILI D4 (114A) 1 6S 350 — c o 340 { S5 345 330 340 326 335 320 63C } Le Mo + F�' Pit `4 Prim � �s ESep ^.+w f `64]F 350 V z m n ��, �< Prop or N Hp 345 � 345 P For, r ed,, n 340 V� 4856�F 15' { 362b_P CAEN 161 09LF 18 HDPF ® 011% bore ®o n% - 3< F 2 o 8 D flat FDPL l t0 0 96 095 ° - __ 415 'm 330 Ah Pro er5ae 325 al ar se P or or � I I[ Eff m +DD m +5o 9 STORM SEWER PROFILE: E1 —E2 16 SG1LE 30 Horizontal 1 -10 Verticol ILI D4 (114A) a SIORN SEWER PROFILE: D1 —D2B j�-16SCM 1" 30 r c nal, 1` -10 V rCO 360 355 350 345 340 10 +00 rTWO�RM SEWER PROFILE: D4 —DEA D 350 345 34D 335 130 n n 1 6S 350 � c o 340 350 S5 345 330 340 326 335 320 63C } Mo or `4 Prim � + ESep ^.+w f `64]F 350 V 0 036% 350 rer m �< Prop Gros Hp 345 � 345 P For, r ed,, n 340 V� `:= { 362b_P a SIORN SEWER PROFILE: D1 —D2B j�-16SCM 1" 30 r c nal, 1` -10 V rCO 360 355 350 345 340 10 +00 rTWO�RM SEWER PROFILE: D4 —DEA D 350 345 34D 335 130 n n 350 345 340 335 330 10 +00 STORM SEWER ('8::�EPROF1 D5 —D7 C16 SCALE. 1 aD Hol onmG lrrrPIFVer= 355 1 6S 350 360 c 355 340 350 S5 345 330 340 326 335 320 63C 355 Mo or + el —_— f `64]F 350 V 0 036% 350 rer m �< Prop Gros Hp 345 � 350 345 340 335 330 10 +00 STORM SEWER ('8::�EPROF1 D5 —D7 C16 SCALE. 1 aD Hol onmG lrrrPIFVer= 355 1 6S 350 360 c 355 340 350 S5 345 330 340 326 335 320 63C (D) 355 350 345 340 335 330 ALL PROPOSED PROFILES SHORM FOR PHASE 2 GRADE FBA FGiE, n ILE 355 35D 345 340 335 33C 10 +00 10+110 11 +Oa 2 C1[ S IORV gEWER PRCFIL E: 31—[34 — SCALE'. 1 " =30 Holoonel, 1 " =1u VertION D3, D4 SEWER PROFILE 11 +00 12 +GO D2 —RE c lorroinkel, r' --0 Vemscl -_ -- Vediwl a K I Ire 355 Mo or + el —_— 350 V all 350 �< Prop Gros Hp 345 � 345 rn For, r ed,, n 340 `:= 362b_P CAEN I - e0.A9% 8 D flat 10 l t0 0 I ® 2 W% 330 415 330 Ah Pro er5ae 325 al ar se P or or � I Eff m +DD m +5o 9 STORM SEWER PROFILE: E1 —E2 16 SG1LE 30 Horizontal 1 -10 Verticol 355 35D 345 340 335 33C 10 +00 10+110 11 +Oa 2 C1[ S IORV gEWER PRCFIL E: 31—[34 — SCALE'. 1 " =30 Holoonel, 1 " =1u VertION D3, D4 10 +00 4 STORM SEWER PROFILE 11 +00 12 +GO D2 —RE 616 SCALE, 1 " =3r' lorroinkel, r' --0 Vemscl -_ -- Vediwl a K I Ire 355 Mo + el —_— 350 — 350 �< Prop Gros 345 � 345 rn Lx rc e n 340 `:= 33G CAEN I 336 e0.A9% 8 D flat 330 330 Pro er5ae 325 al ar se P or or � I m +DD m +5o 9 STORM SEWER PROFILE: E1 —E2 16 SG1LE 30 Horizontal 1 -10 Verticol - __ -- nni it i5' HOPE ` 8" HDPE ® 212% ® 114% _ 11626LF 10 +00 4 STORM SEWER PROFILE 11 +00 12 +GO D2 —RE 616 SCALE, 1 " =3r' lorroinkel, r' --0 Vemscl -_ -- Vediwl 340 335 330 325 320 315 13 +00 T Pces. 6 ed- - -: - 60551£ NEW 72" CM PIPE LJ- E% 1082& LF 79 CM PEFF -.- - RIP RAP 7 — iNV LN 318N - o3PN+ - Fndwall eIer Am =1 4, SLDPE �- i0 BE FILLED ii i,nn 10 CULV RT UNDER ROUTE 20 — ���SCAIE 1 30 H6ezeniel - 1 -10' -_ -- Vediwl a 355 I 350 — 350 Prop Gros 345 � 345 340 Lx rc e 340 `:= 33G CAEN I 336 e0.A9% 8 D flat 330 330 325 or or � I m +DD m +5o 9 STORM SEWER PROFILE: E1 —E2 16 SG1LE 30 Horizontal 1 -10 Verticol 340 335 330 325 320 315 13 +00 T Pces. 6 ed- - -: - 60551£ NEW 72" CM PIPE LJ- E% 1082& LF 79 CM PEFF -.- - RIP RAP 7 — iNV LN 318N - o3PN+ - Fndwall eIer Am =1 4, SLDPE �- i0 BE FILLED ii i,nn 10 CULV RT UNDER ROUTE 20 — ���SCAIE 1 30 H6ezeniel - 1 -10' -_ -- Vediwl 365 3660 355 35o PEP 340 335 330 340 335 330 325 320 315 n wq s n. n 45183 z 4115 w tl roof N O In ^\ //z O 0 W z 0 W W JJM 0 W < W N W J Q J E IL Scele —30' Sheet na. C16 OF 28 re No 12.009 ED . SHAT 075 DEEP k-- raREVAY RIP-RAP/ �'° oo-yx W3 3n a3 fnlV.ra WEIR PLATE DETA- YR1VA 34123 �� Q 'i FOk DETENTION A4B 'ST1 E HF34350 5 Ci] F7' . d,Y 34346 I InkBer y Holly 1 f. A, ORIFICE , T IE� MICR FATRC (M) (MULCH AND EC -2 MATTING. t±' -BEFALL TRASH RACHE GNDEORAIN GRAVEL 05" AMI A ON ALL ORIFICES I", EARAWTO MEN, _ 7100 -YR WS NOBS SOLID W -1R PLATE DETAIL REINFORCED STEEL t PFRF[F2AST Fc •24 IT RE ARE OF I I HOUR SEA, DROP s INFILTRATIION TANK D PLAN 2 FOR INFILT3ATION D C17 SCALE l`-5 - _ f1_= 335_AD SOLID WE -P PLATE DETAIL FOR FOREBAY D6 AGE Ma C17 9CAL 1 5 - 3n �D 33500 BOLT ATTACHMENT DETAIL 4 FOR INFILiPATION FOREBAYS USE �17 SCALE , 2 0 -- Phase 2 Grade ED . SHAT 075 DEEP k-- raREVAY RIP-RAP/ �'° T 1. THE BIO FILTER !S NOT TO B7 fnlV.ra I ADDT R3 AGGRUAIL 1 ma iUEA -37251 'ST1 soz sAxopox TcPSTI! /wx unF NJL u ✓ aw33B D 0 2 . d,Y BE MAND 0.02 �Od. ARTS C53 IHE) � • InkBer y Holly 1 f. 1 IN P_JGO OR SEEDED, WITH HEAVY MICR FATRC (M) (MULCH AND EC -2 MATTING. t±' i15V ., A GNDEORAIN GRAVEL �o L ;y 1 I", EARAWTO MEN, _ - PP D SIIEH FARMS t PFRF[F2AST Fc •24 IT RE ARE OF I I HOUR SEA, DROP APPLE Ttor B Section 1 10 H .,1 -5 EAT NJTE Fore CLARITY HE IAERGENCY SPIILWAV, STANDPIPE JNDERDRAINS, AND CIEANOUTS ARE N(lWN IN THE SAE PLANE, BJT TFIT- CHOULD BE LDCATED ACLDRDING TO THE PLAN VIEW_ PROP GELER L G:MEA, - xea l.Enf.Tx 10 _ 951- 51- wfcErATED P• CLEAN— h LL5V 354.0 EMERGENCY r BERM 00 YR 1V E 3530 .yy x/BA1rRn0xr CAP FLFV 335 sPILLwAY A 0 Y3 VSE 3YL 00 -->� = U25 - E WSL f 2-3 RUPEE p}vA A/ ---r- �$AWNkY1xM sW SAND /30% ROPSOILAXN%LE PULSE - d Y b` (SAND. 002 0.0r, (STM ASS To REp� - `h MA 5 2 ONDEUO NN GRAGA DAMTO MAR I /2 -I) 4 PrAFACROSS -VC PPE P 1% xRPPEO IN PETER EASRIC MIN E )rz` THEME PIPE our GA » ccDlmws TO Pnn ' MEW I Nv -aa1Ba Act Bar 0 Section 1.10' Hons.,. 5' Vert BIO— FILTER LANDSCAPING SPECIES NOTES BMP P Number 1. THE BIO FILTER !S NOT TO B7 V(Ilow OAK CONSTRUCTED UNTIL THE SITE IS 1 ADEQUATELY G- ABILIZED. 2 2, THE BIO- FILLER SOIL MIX MUST BE A STATE A °ROVEII MIX. 0 2 3. THE 810 -FILTER SOIL MIX MUST BE STADIIIZFD WITH SOD OR NATIVE InkBer y Holly WILD LONEREEVAIVE CRASS MIX, PLANTED 1 IN P_JGO OR SEEDED, WITH HEAVY STRAW (MULCH AND EC -2 MATTING. qp II F FIP&1 HR ATF D FND CA Type BMP P Number TRUMP C Number V(Ilow OAK 1 1 River Blreh 2 1 Green Ash Sweet P pperti 2 2 0 2 N'nte b rry 3 1 InkBer y Holly 3 1 NOT PLANTS SHALL BE DISTRIBUTED EVENLY THROUGHOUT THE 31 GOTTEN. RAPID TO BE COMPLETED UPON SITE STABILIZATION 1 " -20' BIOFILTER C CONVERSION DETAIL TO 33_ COMPLETED UPON SITE STABILIZATION l'-20' D Bio— Filter C e.ads �'�% SCALES AS LIST-0 _ - -.. PAGE V3) FAUG'Ay- IF �4 11 PAY, 'J J 4 ,nS P@nlo - RVATn sn .:r--,4J.0 _. INSCRIBE�H9 T CEO PERFORATE) P C OBSERVAION WG1 CIA 1t1 METAL O (1 W ) Le VN � D > Z 3 0 RIBS AS;TAI w TH- ,' IF r BS NEIII AAA C U m- noss -R; YA ',LIE QFBDD = ti Y CE C TALI - - ��.oL�1,nr BRASS CAP L SERFOHA I D GOP PIRES — 1 OED A —. SO J(�L _ _API- - .._ AT CE rE? , ve. e• sxe a5 Soo m,vs V HIS RUN PR EL / -N kIB IIH qp II F FIP&1 HR ATF D FND CA D d T " u, �o L ;y 1 _ Le VN � D > Z 3 0 RIBS AS;TAI w TH- ,' IF r BS NEIII AAA C U m- noss -R; YA ',LIE QFBDD = ti Y CE C TALI - - ��.oL�1,nr BRASS CAP K' PVC ObneRsAan Well _ L� 142'-72" CAP x V _ I 72. CMP A CAPTAIN I Pmt through ns of Pi P See do l t h epth of gravel �- 335 No CLAP Gelded Gp (Par) _ 5 Y� 7°,n` PCr "-,? . red`)UA ?E-P t' X Z Culver, out .. r%I .. r ... V S - Lo is F;-F2 '0 101+00 UAL 25 104 so G +75 11 +00 11 +25 tr INFII RATION TANK D _PROFILE ,—PRE—CAST MT e sL BARRIER — C E BSIN PHIL e Uve OBSERVATION ELL SEDIMENT ST -1 R �ROP O SEE PLAIN VIEW OR OETAIh (TM ON Nr �6' nL1EP GRAVEL 1 T RARE g RBNFaxcED N ( _ W • h ��'( \ 10 INV So- Y (s! 590.eB ELE 9R 00 1„ Lj — ¶ DaA T A \) r 33s, a PLA E T _ LU WJ `€( -.-'1 17- + �"v Elk vruL w Er'c9NmaLS D FDBEB W Ili D86J M) {L J ( 3 3 2 H uP f 3) 7z PEBFrann cvnP m 5c ATEO I4P 3� OWauP (m) Ile I FIT !re (sEAB1 xG . (rm .) a 't' r r. se r uea mv s mmaccxAE E s e u z 1 rsAws T'J19'a _ACF xc4c NGN vrouEU ., T L A L - T G1urec BOLTS TTACI W , r W ',ae PAGE ,};x PPRPR u� � c¢caxnLE enlu - "I� -I`'� IF,,] �I( II Ilts;( -t��, 1 I I�� ` -.111 I� xPAR �l GBAIL4 /On m �I IHI NOTE' - ALI �Ir I�IF 111 IAt 1LAA AI 17 '� �Q/ THE PROPOSED AND Exlsnvs GRADES ARE SHORN EASE THE LOWEST EDGE o No IE: ALM SRI MW xor /� THE IN TI GHAVEER PLACED ON Ili BOTTOM NB nRiITY, THE OBSERVATION WELI TIE MANHOLE, THE TDCLON, ANN T o LL WJrs PLATES ARE ATOM w THE SAME PLANE, BUT MAY SHOULD BE LOCATED ACCORDING TD TEE PLAN Al Dote r8�IyE IL ATION TR TANK DCROSS— SECTION °SY01 � � SCA.F Scale Sheet No C17 Of AS Fdc No. 1 L -_ OR a rvT — hlri- �cnvFPi —. _ _API- - .._ �Ilju r _ _,_ ve. e• sxe a5 Soo m,vs s INFILTRATIION TANK D PLAN DETAIL \ 1T ) SCALE =10' USE 0 -- Phase 2 Grade ssc :5 (din ton Sub9raoe for Phose 11 II� - Bress cap inscribed WON I depth E, Grade _ ERB (Locotcd nor plan MAP s+n in Access Stare (11YP 1 pro lie far doted) -. "v7- " `� ' ! ,?T '•' ` i, 1 =.� J'; To' � y K' PVC ObneRsAan Well _ L� 142'-72" CAP x V _ I 72. CMP A CAPTAIN I Pmt through ns of Pi P See do l t h epth of gravel �- 335 No CLAP Gelded Gp (Par) _ 5 Y� 7°,n` PCr "-,? . red`)UA ?E-P t' X Z Culver, out .. r%I .. r ... V S - Lo is F;-F2 '0 101+00 UAL 25 104 so G +75 11 +00 11 +25 tr INFII RATION TANK D _PROFILE ,—PRE—CAST MT e sL BARRIER — C E BSIN PHIL e Uve OBSERVATION ELL SEDIMENT ST -1 R �ROP O SEE PLAIN VIEW OR OETAIh (TM ON Nr �6' nL1EP GRAVEL 1 T RARE g RBNFaxcED N ( _ W • h ��'( \ 10 INV So- Y (s! 590.eB ELE 9R 00 1„ Lj — ¶ DaA T A \) r 33s, a PLA E T _ LU WJ `€( -.-'1 17- + �"v Elk vruL w Er'c9NmaLS D FDBEB W Ili D86J M) {L J ( 3 3 2 H uP f 3) 7z PEBFrann cvnP m 5c ATEO I4P 3� OWauP (m) Ile I FIT !re (sEAB1 xG . (rm .) a 't' r r. se r uea mv s mmaccxAE E s e u z 1 rsAws T'J19'a _ACF xc4c NGN vrouEU ., T L A L - T G1urec BOLTS TTACI W , r W ',ae PAGE ,};x PPRPR u� � c¢caxnLE enlu - "I� -I`'� IF,,] �I( II Ilts;( -t��, 1 I I�� ` -.111 I� xPAR �l GBAIL4 /On m �I IHI NOTE' - ALI �Ir I�IF 111 IAt 1LAA AI 17 '� �Q/ THE PROPOSED AND Exlsnvs GRADES ARE SHORN EASE THE LOWEST EDGE o No IE: ALM SRI MW xor /� THE IN TI GHAVEER PLACED ON Ili BOTTOM NB nRiITY, THE OBSERVATION WELI TIE MANHOLE, THE TDCLON, ANN T o LL WJrs PLATES ARE ATOM w THE SAME PLANE, BUT MAY SHOULD BE LOCATED ACCORDING TD TEE PLAN Al Dote r8�IyE IL ATION TR TANK DCROSS— SECTION °SY01 � � SCA.F Scale Sheet No C17 Of AS Fdc No. 1 L T,OOD FOU4CA ION MATERIAL ROCK CI NDCC IOh MATERIAL f'I _KC. NL rwE u, {_ _L o .Al s JI T L D 'hr SC RUN • CEREAL SAP CALCITIC A- TF I T E R:[ SAIL ON NAJAL- _ 1 CAN 1, 0! DOE PTCCIA rJJNL�ATCN IN PC AN �UIL JARESECTI ECTULDITION I r ENTIRE IF &SON IT { °�ARA \e TONE A 7 gi N, IN AAMA`XI AL E S. L �NL`" L " p RUSSIA AD tC -PLANE BE 'LLACIVIOULD W 71 OF WATER LhF� PC U ARGUE TIRE] IN ASIA fi V ..N STIBI BIT / UA[ F A3 Vd HE I L N RETAIN I IF N' Al EACIF4 L AN AT AF -C A D 1 COCA -FE P 15. O 0DO'lli AR i' E YP L ]P ll WI. BE All(A'AL IT h: MATCH o SF I HICLE5 SHAL, 3tl TITLE DID 1 to r_ Dt;CT]IT IRON VVAIER PFE INSTAi LATION & BEDDING DUCTILE IRON WATER PIPE INSTALLATION C18 xo<ro R le -. ( !)TYPICAL GATE VALVE _ Cj$ Not To Scale -- A D XCES ISO ININArrolloNJAMSDISCIANI 111 f 7 yU1l XlJuS,S R Ad �f IS Ad TVA All Am SCAR r"me ,COMMAND, PENN e MI IINIE.N[v �) -I R L .IbD6� _.y- -I L Ali J ANIC FOR ALI BF DS A 9R rL T ITILT li nMifACr a /.. 1La BE 'iD RE CA R _ IN Al �l Ed A PARF ( Ad TIT T.. i a E v.+ Ad FOTI;EN f C-710 IN -- Pi A A v. ur' EAR j III INS {1 El 3 66 �. l TO 11 So III AAA A A Ed A 3 P. L S] ..x v u i Ell CONCRETE T'i R.,^,T _— BLgCF,S Ts TYPE -,a ' E VALE NSA �e o ( !)TYPICAL GATE VALVE _ Cj$ Not To Scale -- 2 CONCRETE THRUST BLOCKS lNot To Scale -_- I I Al III 111 11 TYPICAL S ER {AA E LATERAL EXTRA, LATON TYPICAL SERVICE LATERAL INSTALLATION C18 Nat To Rme T`TICSILL 1BRU E BLOCK IN [ILL AREA 3 TYP. THRUST BLOCK IN FILL AREA ��$ Not To Role -_ -_ -- —.. ZURN"u" ... 2816 12 HCH orvsxoe. {23OSIVIOETn REAL TRPN NRDRAIN ARE ORE Er A qVY DUTY SEA FOR NfZEOFRPME TAG rn ALI 1F FECO 141 11 Am _ _.. Ni .u"" 111 Irl IND, CIE. Ill. VRDAI +10 IG E TO AN ad CiAlk III A D XCES ISO ININArrolloNJAMSDISCIANI 111 f 7 yU1l XlJuS,S R Ad IS Ad TVA All Am SCAR r"me ,COMMAND, PENN e MI IINIE.N[v �) r _.y- -I L Ali J ANIC FOR ALI BF DS A 9R rL T ITILT RE CA IN Al �l Ed A PARF ( Ad TIT T.. i a E v.+ Ad FOTI;EN f C-710 IN Pi EAR j III INS El 3 66 1 IS l TO 11 So Add, THEI LINDA ALA AT VpIVF Ed A 3 P. L S] ..x v u i All {P, F CONCRETE T'i R.,^,T _— BLgCF,S Ts 2 CONCRETE THRUST BLOCKS lNot To Scale -_- I I Al III 111 11 TYPICAL S ER {AA E LATERAL EXTRA, LATON TYPICAL SERVICE LATERAL INSTALLATION C18 Nat To Rme T`TICSILL 1BRU E BLOCK IN [ILL AREA 3 TYP. THRUST BLOCK IN FILL AREA ��$ Not To Role -_ -_ -- —.. ZURN"u" ... 2816 12 HCH orvsxoe. {23OSIVIOETn REAL TRPN NRDRAIN ARE ORE Er A qVY DUTY SEA FOR NfZEOFRPME TAG rn ALI 1F FECO 141 11 Am _ _.. Ni .u"" 111 Irl IND, CIE. Ill. VRDAI +10 IG E TO AN ad CiAlk III A D ANN; ISO ININArrolloNJAMSDISCIANI 111 11 1.110111, IN' SEA SO Ardo Froof 1.11.1 e _u^rvu �. rtr r"me ,COMMAND, PENN e MI IINIE.N[v AT LOS CA AN CnISCHIJUCOZICI Cuo,7 ANIC 11 11 Role COCA � NOR N IF TIT T.. i a E v.+ --"OF ABC ING LIPS No TOP Class r ISO ININArrolloNJAMSDISCIANI 111 11 1.110111, IN' SEA SO Ardo Froof 1.11.1 e _u^rvu �. rtr r"me ,COMMAND, PENN e MI IINIE.N[v AT LOS CA AN CnISCHIJUCOZICI Cuo,7 Role COCA � NOR A TRENCH DRAIN ��8 Not To Scale G ��T YPI-AI F -IS IF LAE,NI 5 DEN LY DETAIL i�TYP. FIRE HYDRANT ASSEMBLY C,$ Not To Scale - -- — _ THE ME AS F � VALVE BOX t MAIN { {AlN VARAil. PILG L2 WATER A ROO VPL c TO TS (COAT RODS WIN STUDIO PANE) ON —LINE (TYPE B ") VARIES TREADLE COUPLING PVC NIPPLE AND CAP Rvc SLEEVE BR SS CROPS ND CAP l HD LATE ALL R THREADS THREAT BI RC RISEN PC (SEE flG VI ]) VALVE DbA —' e NO 57 STONE NTTING —. V�2" PIPE SLOPE TO DRAIN IF _ GRADE ALLOWS VARIES VARIES 2 GALV ON BRASS PIPE Ad THREADED TAP DEAD END (TAPE "A ") TYPICAL BLOW —OFF ASSEMBLY NITA TYPICAL BLOW -OFF ASSEMBLY q$ Not To Scate v� °II _' FI o IS A I T 0 w� py IN a > SIMI N t� Bill GII V EAT w w rv0 a ARE y� V— w Z �q° W JAll- I w WICI A�1 W J Q Dole 05/01 SET 4 some s IDm No C1R OF20 Fie NO 1 ?.0 )9 SEE IT AT NO N IF T.. i a E v.+ YPI-AI F -IS IF LAE,NI 5 DEN LY DETAIL i�TYP. FIRE HYDRANT ASSEMBLY C,$ Not To Scale - -- — _ THE ME AS F � VALVE BOX t MAIN { {AlN VARAil. PILG L2 WATER A ROO VPL c TO TS (COAT RODS WIN STUDIO PANE) ON —LINE (TYPE B ") VARIES TREADLE COUPLING PVC NIPPLE AND CAP Rvc SLEEVE BR SS CROPS ND CAP l HD LATE ALL R THREADS THREAT BI RC RISEN PC (SEE flG VI ]) VALVE DbA —' e NO 57 STONE NTTING —. V�2" PIPE SLOPE TO DRAIN IF _ GRADE ALLOWS VARIES VARIES 2 GALV ON BRASS PIPE Ad THREADED TAP DEAD END (TAPE "A ") TYPICAL BLOW —OFF ASSEMBLY NITA TYPICAL BLOW -OFF ASSEMBLY q$ Not To Scate v� °II _' FI o IS A I T 0 w� py IN a > SIMI N t� Bill GII V EAT w w rv0 a ARE y� V— w Z �q° W JAll- I w WICI A�1 W J Q Dole 05/01 SET 4 some s IDm No C1R OF20 Fie NO 1 ?.0 )9 300 345 340 33c 330 325 320 A11 Al2) A13 F jo lo i 340 IF 335 PROFILE: A11 -A13 C�9 SCNE: 1 ° =30' Nmizontal. 11=10' Vertical - swwE ssm ION Iewm al a®w ,T �� 1 0 / 1 «,m e u, OF GET GREENS _ mrr 1 NESPEONE m I) /r x Vr Sn" SEW P A) J Aim >'i /ass / 1) ury I 1 mrxao RP RaD _10"Alloe b429LF iS N "I'S IM IM SAIDNEUM No TISSUES ,.A. ( 1 ON FIRE 0 2000 EmmimsA \p 3 NBK "m;MM, TYPICAL WATERTIGHT a a USER Luc oppel FIT 959.- TD @E °o IR.. a s 4 1MW 11 +uU STORM jo lo i 340 SEWER 335 PROFILE: A11 -A13 C�9 SCNE: 1 ° =30' Nmizontal. 11=10' Vertical - 350 345 jo lo i 340 335 � R11i flOxD cLnsEd o 350 P� LmmxNj m Pb 325 320 i r EF ��.((���� j'' _ r ) r \t1 / 1 p 1 % r Se IF I F SF ) l l l R ) A T 'ol N41 ed Use •1 l V' o-'�N 5 WEN AEen EN IDS 0'.r 1 hj 00 - - - rows az OFF TrUGFITOW LW A ITT I.F Fee { a1,a 1 B a f W / [mtm9 Von -- ' can-5t r w>ul4'?S'APES '— XFXF�5\OFF —SITE WATERLINE CONNECTION C19 s :1 °=30' rf"l YPE 3 BARRICADE DETAIL Oil _ Not To Scale _r-rr4\ I ,� � - a _fT OFF / T L F „rec.ca SHIFT E 1/ I L TYflt nL SFEEL I E F INST,, IfITlON JNUEI 1 F1 l 6 TYP. STEEL SLEEVE INSTALLATION OF 019 Not To Scale I str.meetn 1 to Ne owa NXN,x 1 TNIS S'IR$Ei IS'INi4lOEO- ' io- cdyNECr td THE NOJNCENT PROPERTY iN THE EV£Ni OF flEOEVELOPMENT fOR MORE IXFOPMRION CONTFCi I " YONR IACGE 4Pai OFFICE 0 wne Wn oemm rxfromnnw - BaserRi 1 12e' eomerrNmoes® 0 e STUB STREET SIGN C19 Not To Scale - -- - - t TYP. WATERTIGHT MANHOLE FRAME & COVER a9 Not To Scale Q LG V 2 W w � w0. �I W mz o° to w a? iii 0 uz 4m ai Fr � z Q z � O w z w J o � w � w Le T OF Q Z 0 g > Lu F a w 0 jq� W T _ W LU �/� JMM L W w < N W I m Q J z Q LL Nate 05/01/14_ Scale Sheet No C19 OF28 File No 12.009 jo lo i IY - 11 z i°� mI o P� LmmxNj swwE ssm ION Iewm al a®w ,T �� 1 0 / 1 «,m e 0 OF GET GREENS _ mrr 1 NESPEONE m I) /r x Vr Sn" SEW P A) J Aim >'i /ass / 1) ury I 1 mrxao () / e lox _10"Alloe N "I'S IM IM SAIDNEUM No TISSUES 11 Ali MEXAM I TOWN' NVALL xnrrc wEU[xcores ( 1 ON Fall ON. 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WATERTIGHT MANHOLE FRAME & COVER a9 Not To Scale Q LG V 2 W w � w0. �I W mz o° to w a? iii 0 uz 4m ai Fr � z Q z � O w z w J o � w � w Le T OF Q Z 0 g > Lu F a w 0 jq� W T _ W LU �/� JMM L W w < N W I m Q J z Q LL Nate 05/01/14_ Scale Sheet No C19 OF28 File No 12.009 we 0 a 06 THE BORROW MATERIAL, NECESSARY FOR THE \. � _g \ �- - _ s"r'TA r F IMPROVEMENTS ALONG RT. 20, SHALL BE TAKEN FROM v '[ _ Ia ,3y ' /v k S TFT TAIL A" 20 U w AN APPROVED SOURCE OR SOILS TEST SHALL BE `or �" PROVIDED PRIOR TO PLACEMENT. z CMP ULJE' T0, -�. � r _ i BABE ERIE - J� "v "� An 984 SF (0.02 Acres) To BEGIN SUPERELEijcllON, RUNOFF- Be Dedicated To Public AS PER AASHTO EXHI�T 3-40R- ROW From 788-01— 0101-106 e 1 5001.831 C21 D6 —� sN a e : N CUT END W 5- 0 211 g B , sir _ m +'Ki.. i£var' x p w i'— - �7'OB_ 110000 "� �R ?F Remo -vem FI9,1tt +� L ctwy i k \ \\ p _ �- / - - L . - e -�" i /i r � i O A �yL \� ✓r� T",r" �Ff DI k00 _ >- i- 0 _ _. _ _ _. _ o. ..t �>-�." 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BxEA91NG PLATE GTEEL IOULO ATIGN TUGE NICXOR PUTE UETNLS A� i$wmr �� a o°w eia`JP� F TRAILING END TERMINAL TREATMENT 11 VDOT STD GR —i1_ N IF CZ(7 NOT i0 $Cd''.f � V w� F4 4 n LET xo Vrc ^r �a LV V IS PAW COX O W N N U W W C] N 0 T 1 SO w O J w� J Q END TERMINAL TREATMENT 11 VDOT STD GR —i1_ N IF CZ(7 NOT i0 $Cd''.f � V w� F4 4 n LET xo Vrc ^r �a LV V IS PAW COX O W N N U W W C] N 0 T 1 SO w O J w� J Q i0 $Cd''.f � V w� F4 4 n LET xo Vrc ^r �a LV V IS PAW COX O W N N U W W C] N 0 T 1 SO w O J w� J Q R5 ( & 2 365 f ° 1 9 60 300 EI 355 _ 1 350 345 / { {{ %oy_ tU47L1 15 NOP ®zU5 °J, 340 — o — — 340 1FS 30LF Y5° POPE ® — EST 315 lo=oo 10150 n +oo - -11+w 1+s- 1 12 +00 12 SO 13+00 zl C 1STM SEWER _I —F3 V C2] scAUa 1'w3o' NORIZI i =10 VEreE_ 375 370 365 360 35 J 3,15 350 345 340 33 UiJO Itoo I rJI, I°° �•�° 20 1 SIGH IGI DISTANCE PROFILE 2 I RTE _ _ �2]JsniF -i ",3o rlore¢ _ . —i o'vEUT t5 EYE YEI4H' - I - - Y — r�VG -ice _ i— —F _ _ 7 Y I ICS [Y[ H[IGIE 350 345 340 33 UiJO Itoo I rJI, I°° �•�° 20 1 SIGH IGI DISTANCE PROFILE 2 I RTE _ _ �2]JsniF -i ",3o rlore¢ _ . —i o'vEUT �tY +00 0 +50 1.00 1-50 2 +00 2 +50 3 R r 20 WEST SIGHT DISTANCE PROFILE scuE. f' _- - C27 - �6 uo�uz r' —m' SEai. 375 370 365 360 355 350 345 534C 4 IS —1 STANDARD DETAIL c27 - ,.wc. w. u...c.. 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