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HomeMy WebLinkAboutARB201500080 Plan - Approved 2016-01-29to cy N 0 N 10 N Y _ 1 neV AYAC- n cw HtAC I Mi— -4, r7 T y i. - -a. E Site Section & HVAC Roof Unit Visibility Diagram scale 1:20 0 Q _ Key Plan �lv �St p Mr - /l ( ) PRELIMINARY NOT FOR CONSTRUCTION project: Riverside Medical Plaza Building I: Facade & Entry Renovation 2335 Seminole Lane, Charlottesville VA 22901 for: N.T. Brinkman & Co. job number: 15005 drawing: ROOF PLAN - DEMO & PROPOSED NEW HVAC UNITS revisions: drawn by: checked by: Author Checker copyright: © brwarchitects, P.C. t. i k.� Bit tW A R C H I T E C T S i 112 fourth street ne charlottesville !' virginia 22902 fax 434.971.7166 phone 434.971.7160 www.brucewardell.com t approval date July 6, 2015 ARB seal sheet A1.2.1 -2/� , %% I 00 ri 0 N n `o 2 A4.1 rice 10" (EX) SOLDIER COURSE NEW CEMENTITIOUS CORNICE APPLIED TO (EX) BRICK (EX) BRICK WALL NEW SUPPORT STEEL CABLE & WALL ATTACHMENT PLATES @ SUN SHADING STEEL ANGLE - BLACKENED FINISH NEW SIDING APPLIED TO (EX) BRICK WALL - HIGH DENSITY CEMENT PANELING; 2' -0" HIGH PANELING W/ 3/8" REVEALS SUN SHADE - ANODIZED FRAMEWORK WITH ALUMINUM BAR GRATE PANELING NEW STOREFRONT WINDOWS - ANODIZED FINISH i• f1 ' �l V�Ci�I �1c � r �jl o9Z 6, t( /I1 1) PRELIMINARY NOT FOR CONSTRUCTION project: Riverside Medical Plaza Building 1: Facade & Entry Renovation 2335 Seminole Lane, Charlottesville VA 22901 for: N.T. Brinkman & Co. job number: 15005 drawing: EXTERIOR ELEVATIONS revisions: drawn by: checked by: Author Checker copyright: © brwarchitects, P.C. approval date July 6, 2015 ARB seal sheet A2.1 A T B NEW SUN SHADEI ASSEMBLY - ANODIZED. SEE _ WALL SECTIONS NEW NEW ENTRY AND SPANDREL STOREFRONT ASSEMBLY @ GLASS @ RESTAURANT CORNER • 4 i, M ►7 co In 0 N `o Q South (Front) Elevation 118" = 1' -0" C D (EX) BRICK NEW CEMENTITIOUS CORNICE APPLIED TO (EX) BRICK (EX) SOLDIER COURSE I A4.0 COPING--=NCRETE + NEW SIDING APPLIED TO (EX) BRICK WALL - HIGH DENSITY CEMENT PANELING NEW STOREFRONT WINDOWS - ANODIZED FINISH NEW STEEL CHANNEL - BLACKENED. APPLIED TO EXISTING WALL NEW CEMENTITIOUS CORNICE J (EX) BRICK NEW CEMENTITIOUS CORNICE APPLIED TO (EX) BRICK (EX) SOLDIER COURSE _ PEIR (ExrCDPIN-G = CON CRETE 24' - 6" _Cornice 1111111111 [1111 [1111,11" 1111111 klil . , 21' -10" - - - -7 r .: -t NEW LOW VOLTAGE BUILDING DOWN LIGH NEW STEEL CHANNEL APPLIED TO (EX) WALL " L NEW SUN SHADE ASSEMBLY - ANODIZED. SEE WALL SECTIONS First Floor L NEW SIDING APPLIED TO (EX) BRICK WALL - HIGH DENSITY CEMENT PANELING NEW STOREFRONT WINDOWS - ANODIZED FINISH - - - - - ---------- I I I I ( 2 Sim A2.1 I S @LOW iF - CERAMIC NRY I I West Elevation 1/8" = 1' -0" GENERAL NOTE: ALL NEW WINDOW GLASS TO MEET ENTRANCE CORRIDOR CRITERIA: VISIBLE LIGHT TRANSMITANCE (VLT) SHALL NOT DROP BELOW 40 %. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30 %. 01-7/ / S i PRELIMINAR'' NOT FOR CONSTRUCTION project: Riverside Medical Plaza Building I: Facade & Entry Renovation 2335 Seminole Lane, Charlottesville VA 22901 for: N.T. Brinkman & Co. job number: 15005 drawing: EXTERIOR ELEVATIONS I revisions: drawn by: checked by: Author Checker copyright: © brwarchitects, P.C. approval date July 6, 2015 ARB seal sheet A2.O z . % I"'Z' SIDE (WEST) BUILDING ELEVATION SCALE: 1/4" = 1' -0" • ' 112 4th Street Charlottesville, VA 22902 434.971.7160 FRONT (SOUTH) BUILDING ELEVATION SCALE: 1/4" = 1' -0" FRONT ENTRY PERSPECTIVE N.T.S. ARB SUBMISSION RIVERSIDE MEDICAL JULY 06, 2015 - II�t- I�SID�� VY�t�I� 0 V � C U X `W Q LUMINAIRE SCHEDULE Description Symbol Avg Max Min Max/Min Avg /Min Site Area + 0.0 fc 0.5 fc 0.0 fc N/A N / A Symbol Label Oty Catalog Number Description Lamp File Lumens LLF Watts 253358 -4 MOD# a A 9 DE- 9LED -BZ LOW VOLTAGE LED DOWNLIGHT LED DE- 9LED -BZ 9- 334 1.00 12 4- 12.IES O B 8 HP2- LED -TR- NFL BK LIGHTING UPLIGHT LED 2000 1.00 29 x33 - -BLP STATISTICS Description Symbol Avg Max Min Max/Min Avg /Min Site Area + 0.0 fc 0.5 fc 0.0 fc N/A N / A Right -of -Way + 0.0 fc 0.0 fc 0.0 fc N/A N / A + + + + + + + + + NOTES: _---- o,o ` o.a .o o.o Q,o o.�W� o. o Q.Q Q,� �, �� •'i 1. The approximate location of 8 proposed up— lights are shown for reference only. Their lighting values are not shown with this t�' �fi� x photometric plan. The cutsheets for these fixtures are shown on sheet C5. ""9 ! WM 2. The photometric footcandle values shown are based on the following mounting heights in feet above finished grade: Approx' A -1 Fixture A: 17.5' + + + + Loca-t ion of + + + 3. Each outdoor lu minoire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be 0.0 o.o .a �' 0.0 E�, �,' Di o 0.0 Ex. arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of ACSA ine d lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one —half foot — candle.. See manufacturer cutsheets on sheet C5. v O w V)� Z w rz N N W w Z Z .. w [� w a_ Z :i w� Z w� D D N O N � Q w �> w F J z W F-- �o �I N U LJ MP > 3 ic. 4. 183 t2���s w� iSSIONAL O 4" - 3,000 PSI CONCRETE o"o"o"o"o"o"o"o" 0000000000000000 4't - VDOT #21A BASESTONE i �IiI� I I I Iiiili'� j I l (� j jam-- COMPACTED SUBGRADE CBR =10 TO BE FIELD VERIFIED ilTvaical Sidewalk Section C5 / Not To Scale DE: Down Light FACTORY INSTALLED OPTIONS: Order I + 2 (optional) +3 + 4 (optional) + S POWDER GOAT Step peseriptton `' Code " WG = Whitc Gloss an7 760.744.5240 (.fXLcam MUl'i" inaire" t�/ ;.- { PROkCTI �v Inteoh 'Driver - TYPE; SIDE VIEW I TOP VIEW 2 1f4`Ora, 7•lta' psa• {)R4mmj 214 M) ). 4118' Dia. r 1 (tasmm) 1 'T r �„ ffeat Pipe p5 t/ is Bt)TTtSM ViEW {257m m) (30Bmm) Patented 5tabllhy Range' 118 M04alim) Patented '� ldydco•to(kx . r 0arrlerPlate Assembly (ACV"') 1 �..- 4'bta. 1102mm) .., DRIVER ELECTRICAL DATA TYPE AC INPUT FraqueTtcy, DtARhIOtNi; YOWER NT DIMMER TYPE DIMMER RANCE _ RANGE Hz FACTOR< A ' -WC, ' ne DtBINC io" 05 50)80 YES >0.94 Incandescent 10.100;: - D29NQ 105:305 50/00 YES x0.84 56% 30'0 -SWC Incandescent 10-100% t73NNE 10.5.965 60180 YES 30.04 s5?& - 3Q°C -60`C fn0eisdeseent 10,10048 Aa d:m!aRsrLT /ndIC11td on IaFta,,a"n'lul ors MxM.+a1 tonleniechnm, 5sltsiyyuu «qu�r <tnat snmyant gK�ungnt. SPECIFICATIONS GrcenSourst Mkiattve" Collor Management Widrtg / ConneRorr 'N.ttal and p3c1zgingtempeptms are Welt hanlegdtd iaateriait, Ch'p.on iwnd teclinola'gy deP m ritual WW light, tag mtyT Teflon'Louttd% sire, Iegauge, 6a0 /,250'CwttdandiertMledtoUL1559 . Alanuft"beed using 01Mtabne solar energy, produced on sTe. po!n(conformlyexctedsA, 0837Jstaedsid. Modult EvFeeds SO piotiBd fzaturuOpGCak° atdgeaNtayquickddconnztls .Patetted Reluiflabla to manufacbmr at and of Vit'to ensure ozdleto-rradta iRl "60, 1N.1AI,. Cokr'pebtt uniformity g Mat color Control for ptdfdfXk' %th an0•Siphon Valve (hM %s Wr sty, 0) tyztet-Tight hsxFg faaYaggidntanrno dlatoRUarazs6Dns (Ctt1). Use 21aOK4060, CT, connatwssupp(ed rot Thecoricttoh btavtmum (2)#104 (r))n8. of lldf pmdud may qualify for &reareSou!se dreary aM re4,dng Ll'h;mum ())x12 &IU #f8. tebatt(s). (anwM svhwbtOghingsomtgreeaeoaca fw Progtaof Optics regairtme its: fpttrrhangeAhte OPTiK" modules pamtn frefd chaii¢ts to opticzl Water Management d!stnbsrtbn $tKEvaevadng Airtight tamp k)edultlSEAL'). IP43 rated, vrrwro Fikture Housrrcg IIIW enclosure: PatEMtd AntiCOndnssatbnVahe RAM) etr,,aMAs ` ofroriO4acooipasle, madeftemh 'gh "attmjth,lhermo-formrd, Installation casldansa6onhilloptical0 anbes .H�ghtemperatutelitcole'D'Rhg shettmo.didpol�,eitttro;;%Bd6t (elifeued,pameretardant kt tearatcopperl ietxSunisurcsconoue pour 'corn (agfusnWil zt' hcepht e, Painted N) drdocLatedmdggypniy !des fail ia4a,vater and a N tiV 11 b led. UI l�tfomantry, lta' kP7tema a tanduk enfnas th Black finish; permits far drtct)vdal Installation in 3ofl or cwxrete, bardu batwrtn )uncUOn box and Interior soinperttnrs. Ans -s'"M ' se' thknntkmAplugsanJ41 )r`deratstatlFw3J!'nlnd�ritedap :ors, Costal Drainage l miadsloncuide lot in- eadeFbitwel(O.GRifor ve;•TKWS ) prel ;nlsV*J6rifOnugh conductor ihaWtlm compS2rae akh prnpV sc0,pupalation and dM agt rNg04trnEnts paltntedStabtlllyFiangt Prior to su'bdon fens Cwsaslon Irte eotnpo6de pangs pm'zrts Into Insial4atiais substrata tb High heal, shod mituat, tempered 11,4' bordliklier fbi glass km ne laiotcahourngs tebYty.) n) Ega1kiiiisaddk%Ikpti(y)nslitlat% Dr)srerAsstmbly Sulttb! efo* wadkmeranddderavnappfra ;i,nsto35,000Pos. onto concrete, (gttr, 141 Orthogonal hales penat ow ar-iW NY Fw are rAh IiI 1.05A j010"C- D311ti i, cast A. constant cull"I feudal'atEAtlt6Snpfiy tziposiUOrzMkE4.ngofhovSrg.Ptt• driver. 120- 177VAC(nomfnll)prirnasy input vo8age.5N6{tit>.0.93 Faceplate set' sellaappmgsuemanforhousngatpnrpd •devation. PA. vtr Factor, 4iAAHwshwnrent ,'0.25A1nputWnrnL570i6THD Solid, t/2' aWhymd6XITbzlum "vsumvith0)Nxko+ide;t:prt, (nom„•clatIVAC frill l ofd), Output and sta?rlrss310,4Mn6ngsuM Fbtep4teoydons'uckdaaa5d,i /2' Alining short dKUhptatection .wtheutokmvery, EY,e KC47CF1 Part 15 mach' nedo rassand%d,V)'mathneC3taF'esssteel. ' Qua) aaft C600comOlent{[ mmingdAiEr for ustnfihstwdatdH{andescent up to IS'from nadir: Petition lots: action enviles optical p&madun _04MgrS 14100,}Tangc Finish 01(55L' Su,Guard','ow exdusne Pat'scoRp'Iant, U oage`thromale -free DimnA14dNe, for ORutthstand.r rltneandalcehtd!mraan,10•.1007, process deans and tonvenTon cots ahsrrJmXrn components Prrw integrated sord state system williy uchao'kW is scalaW fif fied range to ap otion of Chss'A' 7G1C pdyetter pm•,del cea6ny. Brass vP9radR•.h!ddulas dts`rntt4h thdtkal qulek i#stanntcts Purritteld C091*znts art av2161, In pov der cast of h- vldaaked mad fmhh. maintenance. HcatManagement Stainless steel a1mpotnts art avalib c in iuddtlahed )netaf finish Pawt pendng heat scut system twin Heat PO technnl*,,1.1 is (Bru MtdGnish forHtErior use anHyJ. Ltl•B0 (*)lied, A'rPmum 10,00 haur rated Yde at I" of hFFal tapper htat p:pcs that acWey. acct Bate the heat transfer any iuhlgas (170)_ &YSSt'tedMabgyprar'de "s laisg H4,signtficatii energy. (ram the CEO twlh pule candwiton 10 the eAtrfw of. dw boutslwd Listings tedr- halt' ands •+c+epb'analUfNmttingnagemaM, (Sit heat tom} iro( iU, s6tgNmenaulpuLEnswts (ongcrettaM1dEdl2atima ER. UsttdtoARSi, ilLSunda, dt5 °3zndGetGflaltoCAtUCSASIZndaid pEdwmaaeofCEO. C222M1a75QIPC3fiated .M)adeiOiheUSA �« RDHS a 110 to _ 'Tdkn l:auyaw•edmr.!emarayJtL7a �teRarsfa 40429 Brickyard DMe - Madera, CA 83036 • USA SUBLitr -rg DATE DRAWING NUMBER ® 't TI wwv bkGghG aq.com Ftnio hkilglan g.¢om Ob -16 -)S SERB- 2005 (i0 II Psedtion2'and its feature( ate covered it whole 6r in pan by US,Nlarlt WS,7A33 :p32;6,234,2S8 OL 71240AS7 80,370P 82f7,S53,012; 7,560,343; and l,699r189 2" OF SM -9.5A SUPERPAVE 2 Parkin( C5 PNot To Scale 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE CBR =10 TO BE FIELD VERIFIED Area Pavement Section DA"Luminaire, CAE: Down Light ��� TYPE: �._..._ I FIXTURE DE 35 YVatt.:.. :56.Watt 2 OPTIONAL ZD ZD (Refer to the Luxor page in the Lighting Control section _ _ P 9 9 mJ ) _.e - -� s FW =Flat While fff 3 LAMP 1LED, 3LED, 6LED, 9LED (50,000avg. life hours) firs avg . .f --- /r' - %: a ;. 101015V,:. tOto15V.., 1D.to1$V . / /�a ^,� AL= Almond <: 4 OPTIONAL MOUNT WM (Wall mount) HD Hai(Dome• RG • Rock Guard* ' : :' „<; 5 FINISH WG, FW, AL, LZ, DG, WI, VF, 50, FB u w 0. OZ= Bronze. Metallit EXAMPLE: DE- ZD- 3LED- BZ= DE- ZD Option -3LED Board- Bronze Metallic Finish PARALLEL L70 DATA OPTICAL DATA 0K No, Wmenn COT CRf (Source) !Ra- TY0 - knegralHousing 81 ,'2 FIELD INSTALLED OPTIONS: Order Individually 79 4.' R DG= DeshrtGranite M+A \\ � �\ � dY.dt�55�+9`M. `N WA 1 `+A >���••y�•n....',yn?// �+N hf4 vHl i/ 1H Mounts',eamAngte;lefises'` ' ; ,..'•' '. ,. ,. :' FX ';'�'.' WI= Weathered Tron TB -XX•" LENS OPTIONS 1LED 3LED 6 /9LED X30 - (8WU!Dn.7K x33 - 2 WLED/ K x43 - '31WLED (Tree Sox, 5.A x2.35"x2.1" f50K 18 VF =Ven!P.Sperkle. VB-050 '* Diffuser x31 - ISIVLED 13K x34 - 9W1E0/34 x44 - 31WLED -XX 770600 771300 771600 Flood 40' 1270 f875 (VersoHox, 2.5" x2 ") 18° (preassembfed) X32 I817LED10 x35 - 29V4tED /4K x4S - 3W&EDAK' '501000 MJ -050- XX••(M!nil -Box, Flood Lens 1LEDFLLENS 3LEDFLLENS "x2125 "x.132 °) 9LEDFLLENS ® SD =SedonaBrown 35 30 -320 (lnotch) Aft andt.YL X35 2000 4000K >80 1LEDWFLLENS 3LEDWFLLENS 9LEDWFLLENS ® FR Flat Black 56- 58loodlens X43 3855 2700K so x60K .31 EXAMPLE: TB -BZ =Tree Box- Bronze Metallic Finish a 0 0 0 0 O O 0 0 0 0 a 0 0 0 Q( NFL - Narrow Flood PSI' WFL - Wde Flood (601- JiWK 431 50,600 The DE includes your choice PHOTOMETRI6S: .:r Finish 'Q•:}..,.a,.a raxa3,x" Adx43 at LED board, choice of finish, CG -12 DETECTABLE 23 ft cable : DE 1LED ILLUMINANCE AT A DISTANCE'. DE 3LED 7CLUMINANCE AT A aISTANGE Aluminum &BrassFaceplates BrassFaceplatas `e ads sYxnn : ,'. ^^ '^ ^ ^ ^. + ". ;... ^'. - '• ; "•aptaa 'ogre ','o6n',3`..'. .. All DE down lights (vine stondeird with amber, aa9st _,ten gTtt_ h. green, Bitreond 10.1.fd f 73R 1,3tt ; ' K49fc i,3R 'b'0 131r "' frosted 67ten ft'^ _ dOn r 1 R.91a 26ft 19h 746,( � L9h '6.trft: - -- - 68ti -- _ _ .^-y a 20/t �2.67t Brame -^^•x 77. '. '•'' IBn 3 `� I Beam anpieis eslcWated 74 using lM S. ; ..25rt 15.bac 26R _,,..�.._-..., Ok .;._. -«--• :.:::T n : ................. ............. .. 8D h : SOS Sonoran Daten Xandstona me*Or: for SSL Luminalrea' •.: ,, 3210 ;,. 33n '3.2h' 9btc :' 3.2h .. 1Qb n : .... .: ......... ....,... } , (alone.... ... .... .' 731t .. `; "deans angle l5 defined 35 Two hme5 the ..' ...•..,yaitxd,SphM SMG Nam AbuntaTA Granitt vertkalan eatwlsa A �' h m mmisity lS S')S i:.­1 16A° �•, : ;;,Ve!�w•i.nev,a :•ttl$•', LI':bW>Ata SP'wu SAN ,,, WHW of tile maximum," ��� � �'�� �� ����� � � � �� � � � ��•�� ����� De n rsh ate �in� d s f code � A1E6LED ILLUAMNAN [E'ATAAISTANEE.' .,� � �'��� � , .DE$LEOILLUMIHaANC`E ATA DISTANCE � .'�' 5qp c, m as m=S '>?�am wi9ro c ma ee Fe soa w`wtn Macbtned 2'0It 'Sis9fi d8B 07it 33 2oR, arePk 0Th 0¢,It WCP Woathemil Copper C us LISTED gQft +- t2JOlt 131 -- 1 R h 13 40ft_ 1f95fc Tin f3tr VER 3Y18 si re : ".,.._. ..-isn,;>w):ua- .d•:'..: ... ss./.f<...5.., :.. ?� Zak ,.299 `. :0it WIR Muttered Iran CAP (sear Anod"ed Pmrder ou rid copper ACLeSSOCy St(etf up to 2. Requires AaassoryHolder. . 331 k._ ::.. ..., :. > :: � 2 :fi�lt _ :..25`k'.� :�, :,.�BOM,; :' -.;,., ic,,_. .`.,-,.;,, :�C :. .; ., 271E'._: ,:aG'1t'. ' driver Type �;�' � '' a06Tt.' f 32R 31ft �: �' �.. :• :- 791t 3drt ,3211 . , f . . �VCr°tN SV^eC fill'' i�.WU,n°I'brem �)v', .:'^_': .. �Vt!,wW,xaa�it•,�.ffi �vr•kclr e.• 9 i 9W Olmmin Driver imosew:rh rnrnnlenmm�n"er.rxvo a an7 760.744.5240 (.fXLcam MUl'i" inaire" t�/ ;.- { PROkCTI �v Inteoh 'Driver - TYPE; SIDE VIEW I TOP VIEW 2 1f4`Ora, 7•lta' psa• {)R4mmj 214 M) ). 4118' Dia. r 1 (tasmm) 1 'T r �„ ffeat Pipe p5 t/ is Bt)TTtSM ViEW {257m m) (30Bmm) Patented 5tabllhy Range' 118 M04alim) Patented '� ldydco•to(kx . r 0arrlerPlate Assembly (ACV"') 1 �..- 4'bta. 1102mm) .., DRIVER ELECTRICAL DATA TYPE AC INPUT FraqueTtcy, DtARhIOtNi; YOWER NT DIMMER TYPE DIMMER RANCE _ RANGE Hz FACTOR< A ' -WC, ' ne DtBINC io" 05 50)80 YES >0.94 Incandescent 10.100;: - D29NQ 105:305 50/00 YES x0.84 56% 30'0 -SWC Incandescent 10-100% t73NNE 10.5.965 60180 YES 30.04 s5?& - 3Q°C -60`C fn0eisdeseent 10,10048 Aa d:m!aRsrLT /ndIC11td on IaFta,,a"n'lul ors MxM.+a1 tonleniechnm, 5sltsiyyuu «qu�r <tnat snmyant gK�ungnt. SPECIFICATIONS GrcenSourst Mkiattve" Collor Management Widrtg / ConneRorr 'N.ttal and p3c1zgingtempeptms are Welt hanlegdtd iaateriait, Ch'p.on iwnd teclinola'gy deP m ritual WW light, tag mtyT Teflon'Louttd% sire, Iegauge, 6a0 /,250'CwttdandiertMledtoUL1559 . Alanuft"beed using 01Mtabne solar energy, produced on sTe. po!n(conformlyexctedsA, 0837Jstaedsid. Modult EvFeeds SO piotiBd fzaturuOpGCak° atdgeaNtayquickddconnztls .Patetted Reluiflabla to manufacbmr at and of Vit'to ensure ozdleto-rradta iRl "60, 1N.1AI,. Cokr'pebtt uniformity g Mat color Control for ptdfdfXk' %th an0•Siphon Valve (hM %s Wr sty, 0) tyztet-Tight hsxFg faaYaggidntanrno dlatoRUarazs6Dns (Ctt1). Use 21aOK4060, CT, connatwssupp(ed rot Thecoricttoh btavtmum (2)#104 (r))n8. of lldf pmdud may qualify for &reareSou!se dreary aM re4,dng Ll'h;mum ())x12 &IU #f8. tebatt(s). (anwM svhwbtOghingsomtgreeaeoaca fw Progtaof Optics regairtme its: fpttrrhangeAhte OPTiK" modules pamtn frefd chaii¢ts to opticzl Water Management d!stnbsrtbn $tKEvaevadng Airtight tamp k)edultlSEAL'). IP43 rated, vrrwro Fikture Housrrcg IIIW enclosure: PatEMtd AntiCOndnssatbnVahe RAM) etr,,aMAs ` ofroriO4acooipasle, madeftemh 'gh "attmjth,lhermo-formrd, Installation casldansa6onhilloptical0 anbes .H�ghtemperatutelitcole'D'Rhg shettmo.didpol�,eitttro;;%Bd6t (elifeued,pameretardant kt tearatcopperl ietxSunisurcsconoue pour 'corn (agfusnWil zt' hcepht e, Painted N) drdocLatedmdggypniy !des fail ia4a,vater and a N tiV 11 b led. UI l�tfomantry, lta' kP7tema a tanduk enfnas th Black finish; permits far drtct)vdal Installation in 3ofl or cwxrete, bardu batwrtn )uncUOn box and Interior soinperttnrs. Ans -s'"M ' se' thknntkmAplugsanJ41 )r`deratstatlFw3J!'nlnd�ritedap :ors, Costal Drainage l miadsloncuide lot in- eadeFbitwel(O.GRifor ve;•TKWS ) prel ;nlsV*J6rifOnugh conductor ihaWtlm compS2rae akh prnpV sc0,pupalation and dM agt rNg04trnEnts paltntedStabtlllyFiangt Prior to su'bdon fens Cwsaslon Irte eotnpo6de pangs pm'zrts Into Insial4atiais substrata tb High heal, shod mituat, tempered 11,4' bordliklier fbi glass km ne laiotcahourngs tebYty.) n) Ega1kiiiisaddk%Ikpti(y)nslitlat% Dr)srerAsstmbly Sulttb! efo* wadkmeranddderavnappfra ;i,nsto35,000Pos. onto concrete, (gttr, 141 Orthogonal hales penat ow ar-iW NY Fw are rAh IiI 1.05A j010"C- D311ti i, cast A. constant cull"I feudal'atEAtlt6Snpfiy tziposiUOrzMkE4.ngofhovSrg.Ptt• driver. 120- 177VAC(nomfnll)prirnasy input vo8age.5N6{tit>.0.93 Faceplate set' sellaappmgsuemanforhousngatpnrpd •devation. 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C222M1a75QIPC3fiated .M)adeiOiheUSA �« RDHS a 110 to _ 'Tdkn l:auyaw•edmr.!emarayJtL7a �teRarsfa 40429 Brickyard DMe - Madera, CA 83036 • USA SUBLitr -rg DATE DRAWING NUMBER ® 't TI wwv bkGghG aq.com Ftnio hkilglan g.¢om Ob -16 -)S SERB- 2005 (i0 II Psedtion2'and its feature( ate covered it whole 6r in pan by US,Nlarlt WS,7A33 :p32;6,234,2S8 OL 71240AS7 80,370P 82f7,S53,012; 7,560,343; and l,699r189 2" OF SM -9.5A SUPERPAVE 2 Parkin( C5 PNot To Scale 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE CBR =10 TO BE FIELD VERIFIED Area Pavement Section DA"Luminaire, CAE: Down Light 30, 7.6 cm 5 w N ,........:..., II Learn more ab .......:........._ : ..... .... ............................... ............................ _:.....,.. _...,..._, ....,. v .........,....:.......:..., ........ - .........._. ..... ....... ........... out FX Luminaire down lights. Visit: fxt.COm 760.744.5240 CATALOG NUMBER LOGIC a, a P,1olECr; ��� TYPE: t�J 10 Waf {;; :.::'' 20'.Wati" :' `.< 35 YVatt.:.. :56.Watt is,...:...,:........_...' sa,tmw: � : ...:.`:. . :.....- ... :. :; '. So,000 ..... ;.....c .::...:......::.. So ooa ..:........ .:.. so,000 hra3Vg tir6-avg: ' firs avg , firs avg . ibtdlSV' ;. 101015V,:. tOto15V.., 1D.to1$V - Facep>i � (Ite�� 45 ItotdAe- atetad) GM -R - Round Grout Mask HD Hai(Dome• RG • Rock Guard* 2Q 42 141' 112, 0. LlvneriAaincA:Jed Housing -' I PARALLEL L70 DATA OPTICAL DATA 0K No, Wmenn COT CRf (Source) !Ra- TY0 - knegralHousing 81 ,'2 7P72 79 4.' '80 2 30, 7.6 cm 5 w N ,........:..., II Learn more ab .......:........._ : ..... .... ............................... ............................ _:.....,.. _...,..._, ....,. v .........,....:.......:..., ........ - .........._. ..... ....... ........... out FX Luminaire down lights. Visit: fxt.COm 760.744.5240 CATALOG NUMBER LOGIC a, a P,1olECr; ��� TYPE: t�J CATALOG Example F2 - LEA - TR - x43 • NFL - SAP NUMB$R: - D311NC - MT LAMP(S): ' NOTES: 2-CONCRETE TO BE CLASS A3 CAST IN PLACE. HP2 LED) uR a a F MT t�J 6" CURB Example F2 - LEA - TR - x43 • NFL - SAP - 11/12 - D311NC - MT AH ' Material T 2-CONCRETE TO BE CLASS A3 CAST IN PLACE. 5 8 AH - Aaessory HOldeflAcraruradateupsa7Afaa) Stank - Aluminum 0" - Brass S - StaanlessStesl 9 RD - Rock Guatdwilh,OpOcai Opening' DG Dome Glass Lensptep 'acr7tatralass. GS - Glare Shleld' - Facep>i � (Ite�� TC - Tractlon Control Lens A4ap "us Fwtera") ItotdAe- atetad) GM -R - Round Grout Mask HD Hai(Dome• RG • Rock Guard* 14 OptiLH2 'Flush � oTD \ X'Tet hnofDgV Mth Chip on: tonstrvctfon (1511 DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) I�IXtDER THAT THE BOTTOM OF CURE COINCIDE ARE NCLLOEO N PAYMENT FOR CURB / CURB AD CUTTER. LlvneriAaincA:Jed Housing -' I PARALLEL L70 DATA OPTICAL DATA 0K No, Wmenn COT CRf (Source) !Ra- TY0 - knegralHousing IAtnimum Rated Ufa (firs,) ')o% 1,32 X35 X45 Beam Type Angle. (Typ•) - �' , a 4A� t = LED Type GBGP CBCP CBCP X30 1300 2700K >80 t40K T8 50(000 X30 - (8WU!Dn.7K x33 - 2 WLED/ K x43 - '31WLED /2.7W f50K 18 50,000 Narrow Flood .25' - - 5905 x31 - ISIVLED 13K x34 - 9W1E0/34 x44 - 31WLED /3K' 5,),000 Flood 40' 1270 f875 z33' K > X32 I817LED10 x35 - 29V4tED /4K x4S - 3W&EDAK' '501000 Wide Flood 80" 968 1490 2991 x34 2000 3oocK >80 t50K 29 Optics 0"h•mroioM.asn7h � Aft andt.YL X35 2000 4000K >80 t70K 29 801000 ,,,..SP - spot 01 FL - FIOM (401 X43 3855 2700K so x60K .31 30,000 a 0 0 0 0 O O 0 0 0 0 a 0 0 0 Q( NFL - Narrow Flood PSI' WFL - Wde Flood (601- JiWK 431 50,600 DETECTABLE WARNING X45 4= 4MK 80 .:r Finish 'Q•:}..,.a,.a raxa3,x" Adx43 . So,000 CG -12 DETECTABLE LIGHTING , Aluminum &BrassFaceplates BrassFaceplatas PremiumFtnlsh DRAWWG NUMBER RADIUS Ypowdereoat color Sattn Wrinkle Machtned I MAC Polished PDL Mittque MtT _ hBP Antique 9razs p,,der CMa Cars de htountatn Gtmne RMG Radry Maunlaln GraMte Brame DZP DZW AMG Ateuetan Moumam Grmne <fit critkedkc SOS Sonoran Daten Xandstona stack Dlp 0LW At1W AnUgsxwhRe CAA! Geam SMG Nam AbuntaTA Granitt White Glossi ( WHP WHW Stainless Faceplates BCM BlxdChr4me NV0 Hunter Grxen TXF "Tentured Forest Aluminum 5qp -,,,, Macbtned MAC D6E ,Dese 6105 Atdzve Desert Sandstone WCP Woathemil Copper po0shed PoL Verde - - VER Brushed aRU DPP Blown PaOna Pokdn NBP' NaturatBrass Powder WIR Muttered Iran CAP (sear Anod"ed Pmrder ou rid copper ACLeSSOCy St(etf up to 2. Requires AaassoryHolder. . Ahaavadab,errAALiU has _... Seerubm7naf5a6• r a33Cd 11 - Honeycomb 0af0a 12 - Soft Focus Lens 13 - Rectilinear tarts driver Type D181N S )P%YQ I 9 i 9W Olmmin Driver imosew:rh rnrnnlenmm�n"er.rxvo a mm ng rrver(nase Conn 4�.na :ta.tmr0'a. et lx,von3rl Input V-,glmge It MT/ 120 -277 VACanput ROADWAY GRADE IN PERCENT CG -2 4" CURB 6" CURB Optic - 4 6 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. ' 7 2-CONCRETE TO BE CLASS A3 CAST IN PLACE. 5 8 AH - Aaessory HOldeflAcraruradateupsa7Afaa) GMA - Square Grdutalask 9 RD - Rock Guatdwilh,OpOcai Opening' DG Dome Glass Lensptep 'acr7tatralass. GS - Glare Shleld' t�D�LUBE P AS. RADIAL TC - Tractlon Control Lens A4ap "us Fwtera") ItotdAe- atetad) GM -R - Round Grout Mask HD Hai(Dome• RG • Rock Guard* 14 •Fum:rf tJln caper hreaSlmtrim fi'nhk to A'orrArpaP'ak (1511 DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) I�IXtDER THAT THE BOTTOM OF CURE COINCIDE ARE NCLLOEO N PAYMENT FOR CURB / CURB AD CUTTER. LlvneriAaincA:Jed LM79 DATA PARALLEL L70 DATA OPTICAL DATA 0K No, Wmenn COT CRf (Source) !Ra- TY0 color Conslateney input Watts (Typ.) IAtnimum Rated Ufa (firs,) ')o% 1,32 X35 X45 Beam Type Angle. (Typ•) - �' , a 4A� t = of tnriaal lumens (L90) GBGP CBCP CBCP X30 1300 2700K >80 t40K T8 50(000 Spot 20' 2699 4222 - X31 1300 sow >80 f50K 18 50,000 Narrow Flood .25' - - 5905 x32 130D 4000K >80 :00K . - i8 5,),000 Flood 40' 1270 f875 z33' K > TRUNCATED DOME C -C '501000 Wide Flood 80" 968 1490 2991 x34 2000 3oocK >80 t50K 29 _ 60.0m E6" X35 2000 4000K >80 t70K 29 801000 a ;,° aaa000aa.0000,00° X43 3855 2700K so x60K .31 30,000 a 0 0 0 0 O O 0 0 0 0 a 0 0 0 X44 4050 WWK 80 JiWK 431 50,600 DETECTABLE WARNING X45 4= 4MK 80 d:%X 31 . So,000 CG -12 DETECTABLE LIGHTING 40429 Brickyard Drive • Madera, CA 93em • USA 1105 8UBi.1rFTAL DATE DRAWWG NUMBER RADIUS ®° %WAV.bldlgh gcontFAnto @d ight)ngcom 06-16 -15 SUB- 21105 -00 i "'5 OOCU!AVV Ca,'ffAn:tS PaOMIAM117 .Akli 3n Of SA UnNr1'a8, C:_ AND its AECEWT pa POSSf5S103 GOES NOT (O,WEY AIY R1GMS TO AQW)DUM DScIoa its taamws. oR TO mmuFAcause. USE of sim ANrrHSfG R i vay 'A5 DOWELS. $" LONG A ERMISSIS.E AT 12" C -C- -W, [CONSTRUCTION 5' MN. 12x1 MAX 1_231 MAX Bt a' "jB A ` -SEE SHEET 1 DOMES FOR DETAILS 5' -0" MIN SHAPE TO MATCH AC BACK OF CURB OF ROADWAY CURB 4 I 20 =1 4t) t 1 2.M,PN MAX- SECTION A -A -PERMISSIBLE CONSTRUCTION JOINT .SECTION B -B NOTE, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET t OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT CG -2 4" CURB 6" CURB NOTES: 4 6 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 5 7 2-CONCRETE TO BE CLASS A3 CAST IN PLACE. 5 8 4000000 PSI IF PRECAST. 6 9 LESS (ALONG FEE OR 3 FACE OF CURB) FOR 8 /2 t�D�LUBE P AS. RADIAL 10 15 4,. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 14 15 (1511 DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) I�IXtDER THAT THE BOTTOM OF CURE COINCIDE ARE NCLLOEO N PAYMENT FOR CURB / CURB AD CUTTER. YRTH THE TOP OF A COURSE OF THE P NT SUBSTRUCTURE. P&L 7. THEY LOCATED THE AT �CTIONNS wr�VEERRD PARALLEL OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK iS EXISTING ,=, OR NONEXISTENT. THEY MUST 1E LOCATED WITHIN PEDESTRIAN CRbSSWA1 KS ° AS SHOWN ON PLANS OR AS BY IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN DIRECTED THE ENGINEER. AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LIES EXISTING LIGHT POLES FIRE �F �GTKMS S '� A INCREASE N DEPTH. - �' , a 4A� t = 4 " 5. CGS -t2 IS TO BE USED ON ROADDjY�S{ TWEETING THE IL RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND Z HMH AT 2 HIGHER TH/N ED 1TF PAVEMENT % DNl A THE V: ROAD D % Ia LIAL. AT )K)K , SAME AS TOP OF CURB ;CRETE Auc IS 4" THE RADICANNOT TRUCK 9., ft sr oo �E�ALL TYPE C 3 R K TRUCK C) FOR ETE DEPffH- COMCR A, RAMPS ARE CONJUNCTION T�MiH H H BE THE WIDTH THE ARED USE P }{PATH. 1.8" - 2.40 TRUNCATED DOME C -C O O O O 013 0 0 0 0 0 0 SEE NOTE 4 E6" + : 0000aoo.00000000. 4 a� 00000000 00000002 02" a ;,° aaa000aa.0000,00° sox - HsSx �TDI� d a 0 0 0 0 O O 0 0 0 0 a 0 0 0 BASE DU►ETETR VARIABLE 4' MINIMUM. PAY LMITS i TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL A. CG -12 DETECTABLE A - SPECFrAM FOUIDICE 1105 REV 7/05 GENERAL SUBBASE RADIUS 6" °A ' SURFACE t8n MIN4 A d .'/3 MAX. : a• e d BASE .'a ^ . A • SUBBASE 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFCAroll RITErEla STANDARD 6" CURB Im 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/08 201.01 'A5 DOWELS. $" LONG A ERMISSIS.E AT 12" C -C- -W, [CONSTRUCTION 5' MN. 12x1 MAX 1_231 MAX Bt a' "jB A ` -SEE SHEET 1 DOMES FOR DETAILS 5' -0" MIN SHAPE TO MATCH AC BACK OF CURB OF ROADWAY CURB 4 I 20 =1 4t) t 1 2.M,PN MAX- SECTION A -A -PERMISSIBLE CONSTRUCTION JOINT .SECTION B -B NOTE, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET t OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT i MINIMUM RAMP LENGTH N FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 /2 5 10 15 6 14 15 NOTE, THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. Y° a 3C 0 W U � - � 4 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CG -12 CG -12 DETECTABLE WARNING SURFACE 1105 2 TYPE B {PARALLEL) APPLICATION REV, 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 I IMP Lic. o . J. 5183 121Z� 1� V �O 1 ��SSjONAL E��1 Q 7 1lLrla'( CC-12 GENERAL NOTES: t, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE SA 3 CONCRETE WITH INTEGRW SURFACE VE T FULL WIDTH OF HE H E) RAMP FLOOR BY 2 FOOT N LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING 'MAY BE USED WITH THE APPROVAL OF THE DOWER. TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. PERPENDICULAR 4. E RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT FLARED ADJONNG Sdf€S CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4.4 5. REQUIRED BARS TARE TO BE No. 5 X B" PLACED V CENTER TO CENTER ALONG AMP FLOOR, MID -DEPTH OF RMba FLOOR. MINIMUM YL't A1A� CONCRETE COVER NIxF 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS ARE NCLLOEO N PAYMENT FOR CURB / CURB AD CUTTER. TYPE B 7. THEY LOCATED THE AT �CTIONNS wr�VEERRD PARALLEL BY . T BE PROVIDED AN ACCESSIBLE ROUTE WITHIN THE RK; 4T OF WAY OF A HIGHWAY FACILITY. CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK iS EXISTING ,=, OR NONEXISTENT. THEY MUST 1E LOCATED WITHIN PEDESTRIAN CRbSSWA1 KS ° AS SHOWN ON PLANS OR AS BY DIRECTED THE ENGINEER. AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LIES EXISTING LIGHT POLES FIRE �F �GTKMS S '� A i grBSTTRUCT� STiIAB�LE M AX SKIPRESISTANT PATH TR�A FACILITY' THAT CAN BE APPROA�CFED ENTERED - �' , a 4A� t = ANDEUSE B 5 * IL RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND Z HMH AT 2 HIGHER TH/N ED 1TF PAVEMENT TTiAT TF1E SLOPE AT THE CONNECTION OF THE CURB OPENING S PERPdNDICULAR TO THE CURB. AT )K)K , SAME AS TOP OF CURB ;CRETE Auc IS 4" THE RADICANNOT TRUCK 9., ft sr oo �E�ALL TYPE C 3 R K TRUCK C) FOR ETE DEPffH- COMCR PARALLEL & PERPENDICULAR RAMPS ARE CONJUNCTION T�MiH H H BE THE WIDTH THE ARED USE P }{PATH. 1.8" - 2.40 TRUNCATED DOME C -C O O O O 013 0 0 0 0 0 0 00 00 0 0 0 0000000 + : 0000aoo.00000000. 4 a� 00000000 00000002 02" a ;,° aaa000aa.0000,00° sox - HsSx �TDI� 000000000aoaoa01 a 0 0 0 0 O O 0 0 0 0 a 0 0 0 BASE DU►ETETR VARIABLE 4' MINIMUM. PAY LMITS i TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHM 1 OF 4 CG -12 DETECTABLE WARNING SURFACE SPECFrAM FOUIDICE 1105 REV 7/05 GENERAL NOTES 203•05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 I IMP Lic. o . J. 5183 121Z� 1� V �O 1 ��SSjONAL E��1 Q 7 1lLrla'( '11� I - , l— — � : �`�,..._,.__ -' ____ _ � •,� \ � ,..•.:..,.- ...,.., \ i ern i LAWN STRIP N m NATIVE GROUNDCOVER 1C;) 4 AA' EXISTING WILLOW OAK / (1., 7 -3.5" CALIPER \ -.91k Ik _ - h :...............a•.... .i........, ` >i W d_'' "`:;: � .,V:,, . / / / �� �` V� DARY \ � Source: Va.1�SWC Plate 3.38 -2 C�' .., ,.,,; +•: R O T E C T I O N F E 5 w O ''. .W t: >,.:. ,..___. _._.,.,, •.•_,. -- , / / EXISTING RED MAPLE R E E P N C E -4" CALIPER CD • EXISTING WILLOW\ : t... •. c ;• C� 3 5.. EXISTING TREES TO REMAIN I -r ,, o -,° / CALIPER \ \� - 25,716 SF OF CANOPY s EXISTING RED MAPLE / \ J,. '-'. f"" -3.5 CALIPER — a'. EXISTING WILLOW OAK i \ ' EXISTING WILLOW OAK '' CALIPER -3.5" -3.5" CALIPER C 60 vv� i BUILDING oe \ c -\ ING LINE O a: _ \ / / P Ai QJ Q�- Z�z Q_j L�Lj 00 m TREE PROTECTION BOUNDARY a \ \ / EXISTING RED MAPLE PROPERTY BOUNDARY / \ t / / -4" CALIPER t \ PHASING LINE 1 1 QP ' 4\ IVE G OUNDCOVER O EXISTING LAWN TO REMAIN YYY/ % 1'4�" J QP., : 'r k \ fi. t \ i — — — — — Q 11 AA �� (.� \ EXISTING SHRUB \� 4 `9 TN �� \ HEDGE TO REMAIN \ / / ' EXISTIN DOUBLE TRUNK NATIVE GROUNDCOVER ;K \ ' �� / EXISTING RED MAPLE ` �\ EXISTING RED MAPLE SUGAR MA 13" CALIPER �� -10" CALIPER -12" & 9" CALIPER 26 VID EXISTING RED MAPLE EXISTING SUGAR MAPLE EXISTING SUGAR MAPLE t -9" CALIPER -14" CALIPER -14" CALIPER Z. :,".: a /`• t I. G I l 4 . ..... a .r , ...., d. r — •3 .. Y 4 .r r: r: , r • r„ O O -, A W N L • T p� r r :. rnr LAWl T (Y LOW NATIVE GROUNDCOVER EXISTING SIGN TO REMAIN , - V .. 11 BN Ltj IN , +a , .w: .. , Y v , .. .. .. v fir. —... 1 i V . �_ .. .. a ::..,.... O Q _ ..,. ., Y- J r. Q z lit. CL 13INI UNDERGROUND 0 ® TELECOMMUNICATIONS LINE EXISTING STONE BOULDER (� Z NATIVE WARM SEASON GRASS MEADOW 0 g EXISTING POWER POLE WITH GUY WIRES 4 EXISTING SIDEWALK STORM LINE 0 R O U T E 2 9 OVERHEAD UTILITY LINE �\ `� NOTE: FIBER OPTIC LINE N w co FOR PLANTINGS LOCATED INSIDE RIGHT OF WAY OWNER SS D RESPONSIBLE FOR REPLACING ALL PLANTING MA 2 DAMAGED OR REMOVED DURING UTILITY /RIGHT OF WAY WORK. W 0 N UJ W N f— W 0 10 20 40 0 13 1=1 ovate r s t reetst u d i O landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 professional seal TODD SHALLENBERGER project manager PETE PRICE project team ARCHITECT BRUCE WARDELL ARCHITECTS 112 4TH STREET NE CHARLOTTESVILLE, VA 22902 T T: 434.971.7160 F CIVIL ENGINEER SHIMP ENGINEERING 201 E. MAIN STREET CHARLOTTESVILLE, VA 22902 T T: 434.227.5140 F RIVERSIDE CENTER project name client 2335 SEMINOLE LANE CHARLOTTESVILLE, VA 22901 project address project number SITE PLAN & ARB SUBMITTAL project phase JULY 06 2015 issue date 4 11.30.15 3 11.03.15 2 10.12.15 1 9.25.15 revisions SITE PLAN RESUBMITTAL SCOPE REDUCTION A.R.B. RESUBMITTAL SITE PLAN RESUBMITTAL PLANTING PLAN sheet title 29 ' Route 385 Linear Feet A R aired: 1 l L r e S h ad eTr ee s I Provided: ;18 Large Shade Trees, 7 EXISTS NG & 11 W _.• ............._........._.. Interior Parking tot Trees ;Requirement: 1 Large Shade Tree per 10 Parking Spaces ing Spaces 1115 Length 3 80 Linear Feet 1 L th . Perimeter 9 R uired: 5 Lar e Shade Trees C :Provided: ?6 Large Shade Trees; 5 EXISTING AND 1 NEW 3 g Tree Canopy ;Requirement: i 10% of Total Area ------------ -----_-._.____..__-.-._ E .................... ... ....._..._._--_--___...__.._...__._____.___..____-_._----_;._____..- .--- _- _- _— _______._- _-- ----- :PLANT SCHEDULE CANOPY CALCULATIONS :QTY.; Symbol ScientificName ;Common Name Size Condition; Spacing Comments SF /PLANT SF/TOTAL :145,369 114,537 3 10ve FlProvided: ;31,126 e d Trees ;9,901 Interior Landscaped Area ,Requirement: i5% of Parkin Area .................... ... ....._..._._--_--___...__.._...__._____.___..____-_._----_;._____..- .--- _- _- _— _______._- _-- ----- :PLANT SCHEDULE CANOPY CALCULATIONS :QTY.; Symbol ScientificName ;Common Name Size Condition; Spacing Comments SF /PLANT SF/TOTAL NOTE; 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. County of Albemarle Conseirvation Plan Checkl!Ft — To be placed on Landscape Plans (Handbook, pp III - 284 -111 -297 for complete specifications) 1. The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside driphine of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wellls or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre - Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage:; ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: W Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval_ 11. Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: W Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. Jefferson Realty Partners, LLC 11/24/15 O NER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 A3 FOOTBRIDGE SECTION SCALE: 3/4" = 1' -0" orate r s t reetst u d i O landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 f � l professional seal TODD SHALLENBER E G R project manager er g 1 PETE PRICE project team ARCHITECT BRUCE WARDELL ARCHITECTS 112 4TH STREET NE CHARLOTTESVILLE, VA 22902 T T: 434.971.7160 F CIVIL ENGINEER SHIMP ENGINEERING 201 E. MAIN STREET CHARLOTTESVILLE, VA 22902 T T: 434.227.5140 F RIVERSIDE CENTER project name client 2335 SEMINOLE LANE CHARLOTTESVILLE, VA 22901 project address project number SITE PLAN & ARB SUBMITTAL project phase JULY 06, 2015 issue date 4 11.30.15 3 11.03.15 2 10.12.15 revisions SITE PLAN RESUBMITTAL SCOPE REDUCTION A.R.B. RESUBMITTAL PLANT SCHEDULE, NOTES, & CALCULATIONS sheet title Trees 1 AR Acer rubrum 'October Glory Red Maple ? 3.5" cal. 3 B &B 'Specimen 510 510 _ 15 AA ;Amelanchier arborea Downy Serviceberry 10 HT. B &B 15' O.C. ;Single Trunk, Matched Specimen 181 2,715 .............._......_.__.............,._...:..._...,.................__...._................_._......._......._............_... 11 BN �Betula nigra'Heritage' ._..r.._....._,_...__..._.._... _........ ................_..._.;._ (River Birch -.. -._ 1 - _..._....._..�..._._ 10' HT. __..__... ! B &B i .._--_...._ �_..__._ 350.C. _..,_._._w._�._.- ._.�_- ....__.- _ ....__..._ _._ ._.�- ........ _.._..__. Multi_trunked, Matched Specimen W_...._._.._._. v_........_._.._,.._.. _.._._..W_._.._......._......., 397 4,367 3 QP 'Quercus pheilos Willow Oak 3.5" cal. B &B ;Matched Specimen 471 1,413 ....._ .........:......._:, ........... ......................................... ... _.........._..:. ........... ................. _. ..... :.....: .._............... _ .... ...:...,........_....:..»............ .....:..._..._...:....._,.,._., . . ........:.w.:..:v.:,..,_:.v. -,- v.,.._:,n ,,:._._.,... _v......._M .__.,,..__...., - ......_....., ,_............... ,........,..:,............._... ........................... ..... ................ _,...m,........_..,..,... -...... ................................... ., .., I !Shrubs ? 1 9 TN ;Thuja occidentalis 'Nigra' ;American arborvitae ? 4 -5 HT Cont. 3' O.C. Hedge 10 90 V iburnum en a um rrowwoo i urnum 4' 3 06 :Native Groundcovers t 0 'Native Grasses 0 ;Perennials, Grasses, Bulbs 0 .._.... _...... _... _ ....._ ............. .......... _ ..... ) z 3 _..._... _.......... ....... ... ......... .......... � TOTAL 9,901 .................... _ t 30 { i , 26 NOTE; 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. County of Albemarle Conseirvation Plan Checkl!Ft — To be placed on Landscape Plans (Handbook, pp III - 284 -111 -297 for complete specifications) 1. The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside driphine of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wellls or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre - Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage:; ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: W Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval_ 11. Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: W Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. Jefferson Realty Partners, LLC 11/24/15 O NER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 A3 FOOTBRIDGE SECTION SCALE: 3/4" = 1' -0" orate r s t reetst u d i O landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 f � l professional seal TODD SHALLENBER E G R project manager er g 1 PETE PRICE project team ARCHITECT BRUCE WARDELL ARCHITECTS 112 4TH STREET NE CHARLOTTESVILLE, VA 22902 T T: 434.971.7160 F CIVIL ENGINEER SHIMP ENGINEERING 201 E. MAIN STREET CHARLOTTESVILLE, VA 22902 T T: 434.227.5140 F RIVERSIDE CENTER project name client 2335 SEMINOLE LANE CHARLOTTESVILLE, VA 22901 project address project number SITE PLAN & ARB SUBMITTAL project phase JULY 06, 2015 issue date 4 11.30.15 3 11.03.15 2 10.12.15 revisions SITE PLAN RESUBMITTAL SCOPE REDUCTION A.R.B. RESUBMITTAL PLANT SCHEDULE, NOTES, & CALCULATIONS sheet title