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'/ ,/ A, 0 / \, (....\ $.--- NO DATE DRAWING RELEASE ---... 1 Js.) > 2300 HUNTERS WAY I II/09/2020 FINAL ARB SUBMISSION 111K • • \ • Z.." CERT. A.1 OF APPRPACKAGEOPRIATENESS A NO DATE REVISION HENNINGSEN KESTNER • • -...k ARCHITECTS • • Ch . . . 1 108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 JOB NUMBER 1.953 FILE NO 1853-AR-Blita ' PHONE(434)971-7202 I FAX(434)295-2413 I HENNNGSENKESTNER.COM 1 . . i . ... L ,ih.' i 1 i c Ive Ire r` �. '. ' 1: • } .. s R ___ •� 4 r _ 3.t � :=: lii iro- :.iiii _ m . .4. )`, F f 1� c,,, ,uZ TEE i ,fir 'V.' 1 k ,'• 'I •ai�� 'AI _',Mir _ qiv sr ems: �° Po Emma yam, _^+••a', " k` il: aial.la ti J W L7y�a�4 j • FHfi Narl! , .41. - '. k ' -'-- e' ' '`.1.1, . '1'''i'll' '41 oriir 4 . , ..,. i.„, ,.p. .„,. . . ,. . .,, , ..., , . t. • • ,- . ' iti ft iM i . 1010. .S I .''. ti.. I r, K _ NO DATE DRAWING RELEASE 2300 HUNTERS WAY /Od/sOZO FINAL ARB SUBMISSION Ilik J • GERT. OP APPROPRIATENESS • r APPL I GATT ON PACKAGE NO DATE REVISION H E N N I N G S E N K E S T N E R • ► ` ARCHITECTS , • 1 108 EAST HIGH STREET,CHARLOI 1 ESVILLE,VA 22902 JOB NUMBER lass FILE NO less-ARBI 1 PHONE(434)971-7202 I FAX(434)295-2413 I HENNINGSENKESTNER.COM •• 0 Ut 0 tit m \ N tit rn z � N F C1 � A CU Cl C II 1 I i I Fr Ime wvlav N _ •�I IY LEFT SIDE ELEVATION NEW CONSTRUCTION 1[_.][I MECHANICAL UNITS HARDWARE [`�TOT r l Jl�` •0 VISIBILITY DIAGRAM STORE lf(V�-J1 HBNNtNGSBN KESTNBR jL•,l, W iia EAST MGRARCHITECTS ALBEMARLE COUNTY,VA /1.,.,,.�.,1,e , ""..� 0 0 D s D � Cl 1 _ �pA ttl I I I I VN u m V FZ h nr'om,.a.,F,4 NEW CONSTRUCTION ROOF PLAN -{ C J '� ,• ••�°•• III HARDWARE STORE HENNINGSEN KESTNER ARCHITECTS F1,w, ALBEMARLE COUNTY,VA 1108LASI �,., MAJOR SITE PLAN AMENDMENT TO SDP2O 160000 12 m z 1 2300 hUNTER'S WAY z I W of o aI SDP2O 1800040 W M TAX MAP 07800-00-00-049A0 g..c. SCOTTSVI LLE DISTRICT, ALP EMARLE COUNTY, VIRGINIA LIGHTING '" w 4 Proposed outdoor lighting locations are shown on Sheet C7 n LEGEND OWNER/ DEVELOPER �i z VICINITY MAP SCALE: 1"=1 000 Owner/Developer PARKING SCHEDULE =W EXIST NEW DESCRIPTION HearUo k Farm.9Lc 2521 Summit Ridge Trail 3 6 Automobile Service Slalan, i Space Per Employee 0 remm • rant TOP OF CURB ELEVATION Charlottesville,VA 22911 +2 Spaces Per Service Std. M¢' SPOT ELEVATION ZONING 144 Employees+246 Bays= 16 Spaces Required ! le• i� 19 Spaces Provided °n u HC-Highway Commercial rider l 'env x tar, TOP a WALL ELEVATION final EC-Entrance Corridor Retail Budding war(Includes Basement&1st Floor forSoles Area Stare,&2nd Flop Office Space): Hordrae. 1 Space per 400 SF of Retail Area(RSA) 6.0w . ,a6W BOTTOM OF WALL DEVARON ® LEGAL REFERENCE = 3160 SF RSA=3160/4008 Spaces Required 9 Spaces Provided BENCHMARK ® TARP 07800-00-00-049A0-DB 4611 PG 429 Office: 1 space per 200 SF of Net Office Floor Area(80%of Floor Area) eK 0O° -DB 688 PG 636(Plot) = es, „sac„ 3160 SF x 0.8=2528/200 13 Spaces Required STOMA "� ro ''� BENCHMARK 5 Spaces Required ,� • _.o— _w,_ ROOF ORRAW �yINIK oM I7TT Drive-Thru Coffee Shop- 1 Space Per 200 SF of Gross Flo«area SEWER 111E - HuntersaWaysotnthe sitegentrance ewer manhole along 550 SF x 0.8=440/200 = 2 Spaces Required -4 i PZ 2 aces Provided Y —Yv— —ow— WATER Uf* �.� Elev =38901 See sheet C2 Total Number of Spaces Required:40 Spaces " 1Yt Total Number of Spaces Provided:46 Spaces(This includes 2 handicap von accessible Lic. 0 4 183 —•••— —.4 GAS UNE SOURCE OF spaces and 12 spaces for vehicles awaiting repair) at, ILl � vow —�— —�— oYv6EADELECTRIC wRE 67 BOUNDARY & TOPO 4•P`IONALE' —nx— —ow— UNDERGROl1NDFLECTWC .p.4 - WATER & SANITARY SERVICES �(�N Boundary Topographic survey information provided by —ww— —ww— OVERHEAD TELEPHONE UNE t,., TrInFp6N11Mn Roger W Ray B Associates,LLC. Water Service will be provided by existing well Sanitary Service will be pronged by —w.— —hw.— UNDERGROUND TELEPHONE LINE LIPS L1Ls awses Center W 9 DWpMLmenL 1717 Allied St a vier private septic system on see which will connect to an existing droinfield Charlottesville,VA 22903 See Sheet C4 for location and usage calculations. Ni 1®1 (434)293-3195 D a DRAIN NET(DI) •r wFpF� Y Update Field Survey t Field June 29 February ELECTRIC/TELEPHONE/CABLE TV Updated with as-bust F"INd Survey Data February 13,2018. 0 0 STORY/SANITARY MANHOLE It leasable,all new service lines for electricity telephone and cable TV ore to be installed SITE A title report was not provided.All easements and underground.Care is to be taken to assure their location does not conflict with any other PLUG encumbrances may not be shown on this plan aspects of the proposed site plop amendment trxi .w' i WATER VALVE&BOX 111101101.11111111.111.11111.11111111‘ A - -' -- � j FIRE HYDRANT NI SETBACKS MECHANICAL EQUIPMENT NOTE r" =o a$ t Tx:== E E m w1", WATER METER -Front Building 30'(DB 688 PG 636) Mechnicol equipment will be roof-mounted Visibility of all mechanical W N 5 g g i E IMAGE PROVIDED BY GOGGLE MAPS -Front Minimum 10'from Public Street ROW equipment from the Entrance Corridor shall be eliminated 11.1 Q >, -Front Moromum none,since this is a corner lot abutting a c, NI ~� T POLE principle arterial highway(Rle 250) CRITICAL SLOPES - .410. ♦ U7117Y POLE -Side/Rear- Buildings with minimum separation per building There ore 11,377 SF of field surveyed critical slopes ore within this property See Sheet C2 - SHEET INDEX code.no maximam 2.488 SF of Critical Slopes disturbance is proposed with this plan W PROPERTY UNE EXISTING USE ---- ADJACENT PRGWERIYUNE C I - COVER SHEET WATERSHED O a�a o00 2 Existing Commercial Buildings-Total 4.304 sl VACATED PROPERTY 111E C2 - EXISTING CONDITIONS VAth Associated Off Street Porkag This site is located within the Middle Rlvonna River Watershed. dNry oN^ BULCANG A0C G3 SITE PLANThis site is not located within a watersupply protection«ea o goo -----x— PARING SE1aA0 Vehicle Repair Shop-3,300 SF LAND USE SCHEDULE C4 - UTILITY 4 GRADING PLAN ag�_s^� C5 NEW LANDSCAPING PLAN PROPOSED BUILDING ____ SANITARY EASEMENT HEIGHT BddiEXISTING Area 7e rc via.0 BuRdin s 6,250 SF 9.84% '.-`° Pavement 15,908 SF 25.0% — -- — GIRADNGEASETENT C6 - TOTAL LANDSCAPING PLAN Maximum Permitted: 65' Sidewalk 3.252 SF 5.11% --- — — DRAINAGE EASEMENT Retail Building Height 35' Impervious area 25,410 SF 3995% C7 - LIGHTING PLAN Caller Shop Building Height 35' Open soace 38,202 SF 60.05% --- -— — URUTY EASEMENT Co SWM BMP DETAILS Total= 63,612 SF ,a6 ----- —-— WATER EASEMENT PROPOSED USE PROPOSED Area % if ACCESS EASEMENT C9 - SITE DETAILS Ex,Vehicle Repair Shoo 3,300 SF Buildings 7,010 SF 110% ___ _ ::MIeT SPECIAL USE / EXCEPTION NOTES 21 e-No Public R32,020SF 50.3% ru nwcesHuntesWoyROW SP 201900003 HUNTERS WAY COFFEE SHOP SPECIAL USE PERMIT CONDITIONS Total= 63,612 SF(1 46 an) �M•/ FENCE New 2-Star Retail Buildina w.Basement.3160 SF Footprint la. SlREAM 1 Restaurant uses on the parcel will not exceed 700 gross square feet Hardware Stine: 3160 SF Retail Soles Area DEMOLITION NOTE F 2 No indoor sooting associated with the restaurant use is permitted. Office Use: 3160 SF Gross Area Z \ 3.Na pudic restrooms associated with the restaurant use veil be provided Building or structures built before January 1. 1985 must hove on —512— —I2— INTERVAL CONTOUR All Uses include required Off Street Parking asbestos survey performed in order to apply f or a demolition permit Ill —icon— —ao— 11MEEl!CONTOUR SOP 201800040 HUNTERS WAY COFFEE SHOP SPECIAL EXCEPTION CONDITIONS Asbestos removal permits are required if positive for such Contact 1 The drive-through window shill be located withinthe general area shown an the exhibit entitled'2300 Hunter's Way For Illustrative SIGNS VDOLI for additional requirements and permits for demolition projects CO CC-2 Ca-2 STA/MAIM 6•CURB Purposes Only prepped by Slump Engineering and dated December 20,2019 All DriM9lhruns shall D'der Spm with the MUICD iaces awa from Guidelines. Streets. TRIP GENERATION �j 2 The area of land disturbance on critical slopes may not exceed 2,488 square feet os described n the request entitled'Mayor Site Plan IT Y Z t zZ CO-6 OF-6 COMBNAITGI 6'CURB R GUTTER Amendment(SDP201800040 An Amendment Io SDP201600012)Critical Slopes Waiver Request'and as shown on the plan exhibit entitled AM Nr UI 'Critical Slope Waiver Exhibit,both of which were prepared by Shimp Engineering and are dated October 22,2019 FLOOD ZONE I"wn`""M' m OM . Ric '• Oa w 0A C J Amore*LLilrrr 9a iMrN M ! S S 6 L S madaof 3,1Y1! 6 4 2 A ACONCRETE PAVEMENT/SIDEWALK SIGNATURE BLOCK DATE February 4,2005(Community Panel 51003C0 ), oy Moem LINn 6 A A 7 wive- CwNw •% MMm ItM „�.� '2 WRAP does not lie within a Zone AE 100-year flood plan Tar .Ave n.T IS M 36 Z f . ASPHALT GENERAL CONSTRUCTION NOTES W •1 GRASS CURRENT DEVELOPMENT PLANNER 12.USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES:USE FILL AND BACKFLL MATERIAL UNDER PARKING AREAS ROADS LUM,MID OTTER 0. J 1 PRIOR TO ANY CDUSIRUCTION MININ ANY EaSTNG PUBLIC RIGHT-O-WAY,INCLUDING CONNECTION TO ANY EXSDNG CAeNITE AND PATTED SURFACES USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING.RACE MATERIAL N 6•LIFTS. /Y :p EC-2 MATTING ROAD,A PERMIT SHALL BE OBTAINED TROA THE'AMNIA DEPARTMENT Of TRANSPORTATION(Y501).THIS RAN AS DRAM IL O MAY NOT ACCURATELY REFLECT THE REQUIREMENTSAN OF THE PERMIT%HERE Y DISCREPANCIES OCCUR 1NE REQUIREMENTS 13.[MALT LAYERS OF nu TO 95 PERCENT BY MEWED PROCTOR ME1H0D PER ASIM D 1557 BENEATH AND WWI15 FEEL Of BUILDINGS D BY STANDARD W ` EC-3 MATTING O THE PERMIT SHALL GENERAL. PROCTOR METHOD PER ASIA D 696 BENEATH AND MINN OE1ENT0N POLO EMBANLMENIS PAVEMENTS WINS AND ROAD SHOULDERS.NCLUDRIG AREAS THAT F MAY BE USED FOR N1URE CONSTRUCTION. N OTHER UNPAVED AREAS COMPACT 90 PERCENT BY STANDARD PROCTOR WINO PER ASIR D 696.F THE I I I WETLAND CURRENT DEVELOPMENT ENGINEER 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL COFOM TO CURRENT SPECIFICATIONS AND STANDARDS OF MOOT DENSITY O THE ADJACENT SOIL Is MORE NAN THE DENSITY SPECFIEE,THEN COMPACT TO A DENSITY NOT LESS THAN TIE DEMOTY OF THE ADJACENT SOL. N Q I UNLESS 01HERM E NOTED. 16.AREAS ON 06CH fLL S TO BE PACED SHALL BE CLEARED.(RUBBED,AND STRIPPED C TOPSOIL.SOIL MATERIALS SHALL BE TREE O DEBRIS R001S, O O PARKING COUNT 3.EROSION AND SELMER CONTROL MEASURES 91NL BE PROMDEO N ACCORDANCE MIH THE APPROYEO EROSION HOOD,SCRAP MATERIAL IEOIATIOI,REFUSE.SOFT UNSOUND PARIIQES AND FROZEN DELETERIOUS OR OaEC1MNAL MATERIALS THE YAXN/I.Y PARTICLEDIAMET O O ILI CROSSWALK VIRGINIA DEPARTMENT OF HEALTH CONTROL PLAN AND SAL IF WALLED PRIOR TO ANY CLEARING GRACING UR OTHER CONSTRUCTION. COMPACTR SHALL BE L DENSITY THE UV THICKNESS THE COW MEWED ILL TI N. B KFLSHA N MLL MATERI SOL IMA 0RUAL Wn1 l E O atom C S PCS GM,REC GC. 10 I moo COPACT 10111E 11 MONIA SPEOfED 1 11E INT .LOCATION. ASIR 0 310 LA MATERIAL ASTY 0 BC IWI R Cf 255N D C N T r GC.Sr, CO a.ALL SLOPES MO dSDIRffD AREAS NE TO BE FER11U2ED,SEEDED AND YIAOIED. SP.9Y,SCA M D A 40,NCI AST IA D 43SE SELECT M LINT L AS I D 248 AS A 0 4316 PLASTICITY SRL O MITI AND UR OF O PERCENT BY SEW 7 I s5/// r�7/// HANDICAP ACCES.mi r AISLE PASSING AS1M D 11 KQ MG 200 SIEVE SEIE[T MATERIAL ASTH D 2NB7,CA141G1ION GIU(Y.SW SP MIN A YAIMAI O 10 PERCENT of MEW PASSING Q �1 ® ® CC-12 S THE MAaMM ALLOWABLE SICK S 21(HORIZOITALIERTIGI).MERE FEAsdABLT OBTAINABLE.LESSER SLOPE$O AS1M D 1110.ND 200 SEVE. ^ ` FIRE OFFICIAL 3 G BETTER 10 E ACHIEVED.6. 2 ` `+' n 15 ALL RASED fRAOMf SEEDING NO SODOMG SNAIL BE DONE N SIGH A YANIER TO PRECLUDE THE POONG Of THE WATER d DIE 97E. PARTICULARLY HANDICAP PARKING 6 PAVED.RP-RAP O2 STABLlZA1ION PAT OWED 15101 WY BE MQUFED W/EN W THE mNtll O DE CGM1Y ENQEER, ADJACENT TO THE BUlONGS OR STORY NUTS OR DESNNEE,II S DEFILED NECESSARY N ORDER 10 SfABll2E A URANAO 01A11E1. 16.CUT NO PATCH WORK N EAs1NG MAIM STREETS MUST BE PERFORMED N ACCORDANCE MTH M01 AND AIBEMA LE COUNTY STANDARDS AND DOT! 7 ALL 1RAR MICRO RO SIGNS SHALL CO1OM W E MRITH D NA MAINAL FOR WORM TRAFFIC CONTROL CARES 9PECNCATIOIS ' NOTE` ARCHITECTURAL REVIEW BOARD a UNLESS()THEME NOTED ALL CONCRETE PIPE SHALL BE REINFORCED COEREIE PIPE-CUSS MIL 17 ALL EXISTING OURS AND GUTTER ALONG THE FRONTAGE O DAIS 91E IN PAIR COOTaN aR DAMAGED OARING CONSTRUCTION SHALL BE REMOVED AM 05/21/201 S REPLACED TO THE STANDARDS AND SPECIFICATIONS O ALBEMARLE COUNTY Scale 1 THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. 9 ALL EXCAVATION FOR ND AO PIPE INSTALLATIONMUST COMPLY MTH OWSTANDARDS FOR THE CONTRUCDON INDUSTRY(29 OR PART 1926).92B). to M 111E EVENT THAT SUSPECTED CONTAMINATED SOL GROUNDWATER.AND OTHER MEDIA ARE ENCOUNTERED OARING EXCAVATION AM CONSTRUCTIII BUILDING OFFICIAL AMITIES BASED ON M0AAL,%FACTORY,OR OTHER EMDINCE,TM CONTRACTOR SHALL STOP WORK IN 11E MONITY Of THE SUSPECT MATERIAL TO AVOID10.RCM M1NN THE LOGO RIGHTS-OF-WAY SHALL COIEdiY TO LOCAL YUNCPAL STANDARDS.BORIC WHIN STATE FURTHER SPREADING O DE MATERIAL,AND 91A1 NDOY 1HE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING ARO 91BSEGIENT ACTION CAN BE Sheet Na. RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION O DIE MICRA DEPARTMENT O TRANSPORTATION STANDARDS TNLEN. AND SPECIFICATIONS FOR NI(91rAT5 AND BRIDGES Cl OF 9 19.ALL ROOF GRANS SNAIL DISCHARGE IN 'INN ER NER N01 TO CAUSE A PUBLIC MASMICE MD 1101 OVER$OEWAU0S II USE SELECT MATERIAL UNDER BGLDNGS AND STRUCTLE5 USE FLl MID BACKFNL YAIEMAL UNDER PARILNG AREAS. Fie Na. VIRGINIA DEPARTMENT OF TRANSPORATION RINDS,SONAU5 NC 01MR CONCRETE AND PALED SURFACES USE COMMON FILL MATERIAL FOR GENERAL STE GRADING. �AR�TER INES SEWER UNEE AND FRE LIES FRO/THE MAN TO THE STRUCTURE MIST HAVE A MSUAL INSPECTION PERFORMED BY 11E BUILDING 16 003 _ MKS YAIRIALINS LIFTS. a I Z r V NW N �^1 :W I 0 iN e0 T M 78-498 4 LOT 28 1 m IRISH CAVILIERS PROPERTIES,LAC 1 USE-BRIGHT EYES COMMUNITY CHILD CARE CENTER w'� I CURRENT ZONING-HIGHWAY COMMERCIAL,ENTRANCE CORRIDOR I 1 D B 4482-4LA I 1� I D B 1235-5 PLAT \ x 1\ \) n 'I I I t I1 t\ \\ \\ 1 i \ /op. [ � i III 1 I \ \ \ \ \ \I I 1 \ \ \\ xr/ / // \\ %\ Ai W oi \ \ I \\ \ \ \ \ 1 1 1 \\ \ \ \ /1 / \\ I I v e> 11/5.1105 \ 1\ \\ 1 \ \\ \\ \ I 1 1 PUSS 1 \\ \\ I /x / \ m I .�� M <w 370 \ \1 \I i I I\ \ \\ \\ �\ \\ 1 1\ 11 x 1\ 11 \ /I I x / //\\ \) / , , \ v W< \ \ 1 1 \ \\ \ \ 1 I \ \ \ \ x 1 x —x 1__x —x Lx C / 1 � // /\ \\ t R o . rTi,\ \\ \\ 11 a \\ \\\ \\ \\ I \\ \ \ X T 1 1 / ( \\ - ' / 1 *" row-a- T�iT '+1FTI,�Ii`"Bi!��/�I.�Ji��4 T .�T TOle. / // \ II \ T M 8-49A \ \ 'fit=f ' o.� :' S —S / I_^ ` ` i t; \ �, \ eona�la Oomesle� ��- s =S al Y S s —s /-s —s I s s s —1{rl ? I \ L 1 \ Pod 6'Brick..;�, / r- an" / % �R`1 / � .ram A` \ll' I\ o I\ I HEARgROCK F AkM LLC \Endo.� ;e cG-z a.. Ret wau / %/ /' ! ARE ATmEN \ y/^I \\ 16aE \ II D♦$ 4611-4Z9 € \ L-21:.,. 1 $\• '° ° / / / ��/g-'�/ � \\ rt IP>/ \ \I \ I I D B /688-636 PLA1 \\ 1 'y • '�, / 2+00 'SF // / Af</ a11ss �Q---- - "1 ' '1\ , \ / ; r \ d �°°� '°em \� /DRAINFI DARE i �i / �, \\ ' o, Q�y�2�� // {- !- SLOPES SHOWN ARE FIELDAUTO REPAIR / / /7 l / /�` .I 1I I, I f� n►,,�� 1 I:. :M 4. FFE=390 0 \( /�� / © , ( / \ / ter^ l/ \ I 111 I 1 I I E �i uulTsoF ° a ° \�\ J '7// / N ,� / I. oao7EEoo _ \ \e. Ie ,,1 I I 1 I I PAVEMENT d / / �1�'E'v E o E E I g F �� I I gbh; i DEMO �W'RnPE ' +/ I / �a g-- p \� I I fi I I I I } �r 7 8unr.ee SJ F °a /I V/ ✓ 1 ,,a \ :Do0 �I I I I ' \ 'IIIvm. 318:26 69' ° t9" ` 4 Q maw 1F 1 1 9 1 — / ! �/ \ / \ N A� I 111 II j I a 6F,° ! i��®'•. d �� /, ,A . 1 \^�D,$) / N I - ll 1 1 1 1 c_I \ DEMO CURB T... E ° — 7 i is, 1 O / I' $1 I 1 I ii., ® I 18 LF OF PAVEMENT ®�� �� / / \1'P �/ / ti a,mm o00 /\ 1 I f I II mem .- �� I / Q�./OJT � s o o^�o \ A 1'j'II I it II II ` i ems '�� llt s9 ! F �' \\ I 4,. �e�� �, // ' N 0 II (pit 111, 1 I". \ I a; I or * TN as \ ® , ®�`+ \\ • 9„ J��Gj�\02 W 1 \ 11 I I i\ 1 I \1.v�i ✓o �� ® O P°w1•e\ -_,/__ I �/ �`7 h.a L 11 1 I (iw♦ :_i \ - \ k41 \/ N LEGEND LS= PERENNIALS .Nam / .-au— --au--. _-gm� au-1\\ x-},, \k \\ I,% ♦r. _� ••. � cc .. �� ® // - '�'� \\ / it, HLY= HOLLY Z / I��\I^i� \ \ �5 \ ♦.I fT♦�/ Ir/r1 ♦ ♦ - /� I I.•. \ III .117 II I T\�F\r \ \ \ ,. \\ N ,per v♦♦ ♦v♦r���s a,♦, \ / BW= BOXWOOD �R o R89 20 W; I soy ' \'' =N.r`r�\ \ "'.N=0���/- ` �_~ - ``_ - �' '`',��♦`�\ \ \\ \\ - % // DW= DOGWOOD C_ _______ ____ CB ,_ CS51•55744/'W / �O\ may' / < / `'S �.. _ t !,,,,„, •/.. R\-22081 \ \ — / I)I I BASF- -506.57'49"w 102 72.- I L�_ / C / �, `� �6 _ �_V- 7--- `' Alt.. uTo' - 'iseo- C�202039 \ / / C zom coc. .i� /' �-? —�-7 /,� // \ CB- 0`OS'47-E \ - o ��\ Z w Z rern / CRITICAL SLOPES(SHADED AREA) I / / I I \ - / i WW PRODUCED BY CONSTRUCTION OF / I I-rA+m-I / L �— - _ _HUNTERS WAY THESE CRITICAL + _ - O - — SLOPES SHOMN ARE FIELD 1 ��- I I I / Q / 1$l1RVEYED AT>25><SLOPE 1 \ \ o•°'� Z V oort LU a. CC 1mN° za.a� wy� Y , aawwv r n O S LU em /F ci Dote 05/21/2018 Scale 1"=20' 20 0 20 40 60 Sheet No. ' •• •• �■ � ■ • � C2 OF 9 Scale 1-=20' Fie No 16 003 , F V f 0 n U I 0 N 2 �W n �W Ni i f iI L. °z w ` 2 T M 78-49B LOT 26 in IRISH CAVILLERS PROPERTIES.LLC USE-BRIGHT EYES COMMUNITY CHILD CARE CENTER PA ''eD CURRENT ZONING-HIGHWAY COMMERCIALENTRANCE CORRIDOR D B 4482-425 1 N DR 1235-5 PLAT % 4. n F 61./ MAMA %IwAiNul- GRASS \ 1 / ova, F I % Ma `�J eM1Oc —x —X —X —X —X - oN u I a —x —X a / ILIMITS OF DISTURBANCE I f II �-y r - ' / 1 1 I 4I , NEW CG-2 IXMIXI I twos* 1 1wD L> Ly =_ i cG-2 Ret JNoII 7 e2 I 1 ,I I ()1oh1d'SPA s UMPSTER � ' 4 183 a \ wwo iLill!! m,.1 gg30.0' SIGN R4.E' NEW CG P y , I I \18.0' 1 I . 4 e /�P / 8 /411. / 40.0• - 1e.o' ' � AUTO REPAIR / / • g MULCH 1210 MULCH =IN J 11 '.• I ( I /" ll = SCPEENINGWKENCE�R 1.o I-'.. as SHOP TREEUNE P IE I r I I `1 3.0 Iv O e' 3 FFE=390 0 /o / 3 `WINDGW "HC VAN"< o "K*'OCS 6 BAYS IN / / / I �■ I NFTAIL BLDG SIGN d» I. Bi - AWAITING AUTO `� m 3160 Y FOOTPRINT •� u m to 1 SKPPi ; 1 A 7 / / -�Ti c m - 2.0'w 2 STORIES+BASEMENT Q] I ■$ A / §I o FE E Ir. II �• I USES.HARDWARE STORE j//��,y r o Q / 5 1,,?„,„,„; 9 E S as N I. I I BASEMENT+FLOOR 1 3 1 O Im'1 , . SMALL OFFICE(FLOOR 2) • _12 "_� •I. - a e [ I �/ / I I FFE=366.62 3 .BUMPER ' i I= 0 1 BFE�376 62 'Rr.TYPE a BLOCKS yo 7 4 n - \ 0. N ci<< • I 1 mamalikiii 1� eo } 24.0' Ia.o eo eo' z4.o r / . a Q / �IRi� ,SI v 3 9; I .'STOP' (4)9'.zt8• I -i {� d /� "NI I C I _ {I a AUTO SHOP O / II� LLPi L001�E�1 <� (I OFFICE / -L��(/ ' COVERED PATIO AREA EW CG-S_ SPACES z` Q // Cel �^ I 8 REo-Rusuiv_•I Z g • W.• . -SEATING MULCH ""ate❑ � � e„ / .� ��<v�O / LEGEND "�^"� `o OXID D IN SILL m ( I - .- I 400' .r-' ,• °• cc 9 1 1 C�/�v C9 / 00022'8 f t _ R4. • �F c�u t I ■ °�ff'r 1 9VE-THRU COFFEE SHOP 7• MULCH, SCREEN(' NCE SIGN Vm I / "S'Z' HATCH oo �- ..mANA� \ •16.n� f30 GJ \ TYPE DESCRIPTION 550 Sf ATTACHED It - li �\ w / gal / OC7 �� �� �\ I13.6' FFE=396.62 / "15:D' ! Y .I<n mom 0. _ / E I /��.\ �.._� DO NOT SIFTER' .! JD.d- / / __ `NE1E '3'0' J y I 12 SPACES RESERVED FOR \F F1,. r� �, .� I '1 , EX. AVEMEN7 I 1 VEHICLES AWAITING REPAIR IA ASEM NT{r�� \ NEW CG-2 — 7 ,. / -Ili,=•I ... LDRIVE-THRU ORDER-, / .� .. -• .. - 1�t�Ill l!%�� ✓ WINDOW OVERHANGD / -' (g)'COFFEE SPACE£ ` jr / EX.ASPHALT PAVEMENT f'I=IM'1♦�� 13'CLEARANCE GV y l \. - / TO REMAIN oM �11�Id�/ `SHop'ARRXIING YY / aN-_oxl au ' "._ .�_y - ET C SIGN ... /lir �- - / 41C 0111y •• Z \ UMT �j j a / / LC • q�if�fi' T/ a— A_ _� I NEW ASPHALT PAVEMENT 0 0 AP- - I i LIMITS OF DISTURBANCE / / [, / / CC Ep iPtll:41111111111111111.11M11=I=11111111111111111� .`o9'SS(�O,JO\,./ // _ DISTURBED CRITICAL Z — — \,/ V / / Mechnlcal Equipment Note 11.12 / Mechnlcal equipment will Z w Z PAwo - / be roof-mounted Visibility W f— _ _ _— 0/ of all mechanical 2 - _ _ _ _ ocavc,A - / 35"AND 6"BOARD YNDTHS equipment from the Q 6" FOR VERTICAL VARIATION Entrance Corridor shall be U Ti* ,p a°a / - / 8 0. '1 IF 6"X6'X8' Z 'I' BEAM eliminated LLI i 2 Fire Marshal's Note Knox J I r� _ 60• � l•* Box Required for all a Er M0 � ' - - _ - _ MCP '> % '� r.� _ _ buildings, please contact W Q MOIX. new B0' 4 a° 4 the Albemarle County Fire �rMo 3r1.1e Nv WT. Iii. --_- ..-- ° = '°°" : Marshal office for location N 7 MC ii 20' Sign Note Guidance Sign, 1mOfimigii Drive-thru Order Signs, M J I Monument Signs are not C. Q I approved by this site plan \ V ®SCREENING FENCE DETAIL and require separate Dale Not To Stole approval 05/21/2018 Scole 1"=20' 20 0 20 60 ...__A, Sheet No. ' in a�'�aa.'� C3 OF 9 Scole 1"=20' Fie No 16 003 V e 0 n'0' 0 z V n u \� 1.'; I "W Nof Clil I w � 1KM I, c> l , 1 �, I \ x 1 Ct 0 =n \\ \ \\ \ \ \ \ 1 I 1 \ \\ \ / / \\ I /\� r' w N \\\ \\ \\ \\ \\ \\\ \\ \\ 11 I 1I I % \\ \ \\ �� \\ I Nr� "���' V — —sA, \ \\ \ I I \ \ \\ \ I I 1 \ \1 11 I / 1 / / \ \ ~'� s o \ \ I \ I \ \ \ \ I 1 \ x \ \ I / x /\ \I / \ �1 W< \\ \ \\ 1\ \\\ \\\ \\ \\ \ 11 ; \\ \ , x I x —x ;-x —x Lx �C / // \\ // \\ \\ _� n 5 \ C2 '\ (f) _\ !! h S S Z.s �LA s 1 s — S s —T� zt s -5 -Is -5SS —I /R \ I /sx ®84 a \ 86a � _- .` s:> 89'ra d / r I AREp 9 / / 1 \ \ I I ISEPnc \ 1 • — \., / �i asmlfi T /r l ✓/ / / \ Lia. 0 4�{l83 T a a \ \I \ E I PUMP /,' \ • • mPea. orA � i/ 2.00 SF i ( / ! /7 >' •--- --- sEPnc 5` b\ ( TANK / -1 y f 1 IJ I // / Io bd R erve) / ✓ i 1 I V WET 1 I /,r/— 1'i % //// /1° I\ e �/ Il /1 {9 M 2/ R� OUT- \ • / 1 ! I \ /r%// \h /f // /t \ // m C _\\\ 11 I I n l P.e /UNDER SW FLUME ,_-WA 6' / \� / •EASEMENT a \\ ..FACILITY . < / b` -�a- / // / !'l \ xcn I \ I I 1 !i / i d 1/ 1 // ) / V. I A\ ' HVAC AND MANICAL 85 a 1 I I I `/ / /ROO \ /I IJ e I MI \ /1 I Ip L1ST 3160 SF FOOTPRINT \ .4-- - p p \ / / /\\ / / -T7.-. .ZJ I 2 LFT 2 STORIES+RA ENT \ ( / --20 1 I I l :7 I USES HARDWARE STORE ' - I _6q•NDPE d S I / //// • l \ ....... �1.`e-i E g g rn.i ! I6.\ - y (BASEMENT+FL 1) 1 0 1 1 IIp I )TIA SMALL OFFICE(F W� R zl //r } \• °a'e°oe ci ai [ I // // ✓ / I 2 (� FFE=3B.6Q roBJ� tid..378:26I Seri' e // I / c. cca\ 11i , I I BFE=nab t\ \ f ; 69`p p}Be / / ✓ �\/ Z / v ASSUME 1 li I ... ..�r.. . a a - / ) . co^EASEMENTT 11'I. I II I FOOTER ELEV I • \ } - F / / t's \� /• d \ _ J 1 � pINDASHED top \ - / / / /11 I .� III /I `AREA.471 62 \, . ... ir'2�\t ( TJ _- i\\ I I FAGLII�Y I / itV 1 j9r \�__- / i-��Q�/ o...'Rag 1 1 I I I E(�SEMENT 1 •• :5.I 84m \ - W ° t \ / "J `C / im aee 1 E \I r. -r.: a. o' Tap=• 92 (� 1 nr I F eL I \\ r560 SF A ACHED • •• • `0 ,e,' 33322 p` Cb- 1 \ I �.T I FFE=366.6Z ,IO ./• ' \ �' Wdl Private \ N. _ I l\ O��\ \ Ji\ 'N't `t�3t9:35 \ '� C7 \ I \ QQ '/i ��: ` __ 4al�efaa`. w p3 \� \ ',� /\\ Water Consumption Calculation(Gallons/Day) \ 4 \� '" �,h i AST a ATE \ \aba Nu beret Doty Cenwmpe«. \\-1—aw\'_L\I•\�a '�o B `•1 �--- Nf HJ w f 1-PRI A • //I „,� ��� ,\ / 'vn"h (Woos) �wmvmn(Gal/day) hares - `� / wawcen U. UMW Per gay per • Zee..shop customer/ ottt —dlU--d1U--e�W�. ���� 1\ 1\ \ �!� \ ` /wA"IER'.SER. •. / �.. / e .ylNiryi rounbn Gustamen u 006 1.2 Assumes each customer mnsumes 6 ounces a water from the fountain. eft.SSa%%% I� / 00�• \ Given that the fountain is In to slop not the puck area we believe this r► �_ estimate is likely hit' � 1� \ r. \�� \`` .-', • -ase�'• \ X /.varMrylum:�°resuoom Customers za ooz o.s Assumes two ounces customer of water non Me O V \�\ i\ �,ri \ Nr \ \ II _ \ \ / \ / rwashestheir hands evaporate M / / Ns Imo.•....1 \ 'S.\ \`\ `` _ - _ — ' \ \\\ s/ / / _ I+nt fountain Employees 1 0.5 vs Assumes eam em .E, \ N. \ ~` •� ---- N. //r\ -Washing Employees 3 o.a oz dw<e cmwmesU«vaesawmrcerary / 'G\ \ __ - \ / renarasrn resmsom Em Ole) / / MEW s • \ N _ � _____ - \ 7 \ two eamr res..vivissit byMe drying manes through and rationososu W I `' / n«ipermoppet vice per week and Mmugwater evaporates e. asset ' -EASEMENT •\` CaxC plpl� _>_ --, bale dTa /. my I,/ / \\ /✓ -.mimes Units all 6 o.s tshtimmes thehop loorismpped rweelyd6Wlom orwalere.apontes 2 each time the no«Ismpvpea 0 / / // 1 \ - / -,.dye« u0et a nzs T.o Assumes rw.raelnon are»rti«a per ary;aoprmlmareir zsnll:added to/ ��' / // / ,-� / I k /\ "/ radiator pet repair,we believe des estimmis likely high W CC Z _ — —— I Nedll acre employees 1 I 1 I / I 1 1� I _ D :: / -pinking fountain Employees a a.5 a.0 Assumes each employee consumes 6r ounces a water per day 1 - - 1 I I I 1 tiL — ��'� " / -wamhymnetlnre:mrom emdorees n o.06 o.s Q__4 - - — ° ...,I - - Awmesead emplgeeN title rtavo«n nrte tame dry atl mwmes 0poor:ar gnomon r:vt brdmng bane:and dmlpi.raponeon UI11 �,ta�� _ -moopine Units 1 6 sa Asspm.s>e«eisnroppeedahanazwilpn>prwmre.apprerc>eaaome Z I l \ \ By.Rlght Use-Water Usage Cakuatlon Me lip«ltoeem. W !�� \ / 1 \ : \� Water Use AMP/ Units Number of Units Flew Per unit Water Usa •a d ape rmywr... J /� ��/� I / 1 i Vehicles Seamy Velacal _._ 24 8 192 •p„v,,,g fountain Emdwee, 10 o.s 5.0 Assumes each employee anwmetuwKesawmr per ary d y es•coat PIPE/ _Repair Shop Personnel Employee 4 13 52 �washing hands re>wom EmdwOes so na n6 11 • / mes eaN employe<Nsim the rtsma«nthree tlme/dry aM mnwmes / —� rye -WOLK - / - 1 -I /n sn.m Retail Stone Castanets Parking Space 13 2 26 two ounces per retopwn visit by drying hands and dmPsh e.apornio0 W [`t free— axe -I— - moo. Retail Stab Persarlel Employee 8 13 1C4 I- -oe Jo^0 - 96 Ii= 08cc Personnel Employee 10 13 130 co,m Ewen care.shop Assumes O 2 0kingro00ein Emdore<. 1 os 1.5 seam employee N I F •washing hands in restmom Ded0reet s n.a az > Special Calculation mestad,mod / Ill WY f /I Water Used*Activ- Units Number of Unks1Flow Per unit Water Usage d 1 a Assumes ogee mils Me re>voom three bmes/ew one consumes O kY 9 Wad) mimes per resmppm wait by mylng hand:and mmngn<�ora.on YJ I Dew-T tuCo1leShop Eslmete lFromFrancnlseRecacfsl 170 --vroe«ltrn smreunlu z WO rmm rand`rerondsaawhoapreem>,lesa0dwatermnwmpuo0for -, M 03 t mach d lune,zou , Total Estimated Daly Water Usage. T 874 -n10pd'a z.o is mopped awyw2gaadNawmrevaporareseamhme < c N .Drive-Tbru Cones Shop Use grantee by Special Use Permit SP201900003. the floor I:mopped CC Max.Total Consumption=400galacrorday x 1.46 as=554 gpd max consumption TOW Dear C«twmpt*tcerm/o.rl m Dote 411 Not To Scale WATER USE TABLE WATER CONSUMPTION ESTIMATE OF 62 GPO IS LESS ill Not CONSUMPTION TABLE 05/21/2018 THAN THE ALLOWABLE AMOl1NT OF 584 GPO Not To Stole Scale 1"=20' 20 0 20 40 60 sterm-AfrSheet Na ai■ aa aaa ■ •=tweli imwma C4 OF 9 Scale 1"=20' File No. ,. ( 16 003 sa--l-",Y_YtiGrv-z / I I \ 1 t \ I I (x 1 \ \\ ,,/ / /'\\ \ / 11 J \\ I \\ \\ \ 1 1 1 I\ \\ / 1 / v i \ \ ` \ 1 % \ \ r / \ I / C. nw \ \ \ i \ \ \\ % \ I 1 \ t `\ \ \ r x // \\ \ . C. , —'A'— k \ \ \ I t \ \ \ \ I 1 \ 1 ' \ 1 \ I \ / / \ \ n u I\ \ 1 \ \ \ 1 I \ \ I _ �x 1—x _!X / / \ I / \ wa \ \\ \\ \ \ \\ \\ \\ \\ \ 1 \ \\ \` X Tx x �X 1 1 s / 1 " // \\ \\ — \ \ \ \ \ \ \N \ \ \ I \ ` 1 / // \ W n \ \ \ \ ® \ \\ \ \ Y ca' �♦ 9a� 1 / M ,1 \ �. + . ` �:�p fl F I) _ _ !d_-- , ifilik____r_ •da / / / / I I / =n \ \ 54 Ili+ ,y'4 i`~ j+� / I �I_�i�w oa // I I // / 1 \� x \ IA' '+-•,-j LIMITS OF D.TURBANCE/AND •)5TEN / - CC�l � /) - / _-- / // / \ / � \ ozl l I +.4,�' a OF LANDSCA•NG . NOMENT' I I- t I on / / \r / / I \ \) V W I ICI ! / I: I I l I Nip _ / //--\1 ✓ / / /F \ / n �N • \ � I+t % � i �� \I I // :/ / ','�/' \\ i / 00 / \ II i44.11I \ � \ III \w4;�� ' 1 \L � /� / ////// r \ , Ov"11-k ' -. Y 2 0 cri 0 1\ III t"k- ® NI 4 \\ E�11 , I�/ / r \ •i 4+ w1�r I \ M® \ 311 � / \ )11+ } NOD 1 • kftvtlis3\- 1 •;"p'I I I'`iL I \ \} [11111• 1 a / / // 1 �� / sSA7NAL 04' p.r-J.��/IEip 1 I II , \\ = /' I L \^O I•' `• 1h IRA lirr LIMITSOFDISTURBANCE AND EXTENTS \.{ I illil\ { \ / \�P �O//D — / / 1\ I N OF LANDSCAPING AMENIDMENTS j i• \\ •—— / QJ� 1 & I� /.p" 14�e—` \ L ��► ` e �= — Y1 T I ' I \i \ —' I (�Q- /v\co // / LOW MAINTENANCE 1 te'� 11.1111111.4,4,. /- ✓" �e I C:_--__ GROUND COVER \1 11`i,4#�® _MI ♦ / `i re \ / T — \ \ \\ — cc-y g r 2 L JI L1. 1Ny�_ NA'‘ '`, Z_-�� . r-.4 r: �' l \\ EaoEaFa e I + aw . + e DRAINAGE ESMT \� \ • � + + + + •• ---- fIr / I \ 1 + \ + �+ a ...,..�-.-, + — s _�_a--- / s''. \\\ \\ • • • `�_. `fREF�PROTEGLQNN FEII.CING, ——— I \ — 7 / ��'�`•'�� / itilikAllINIMMax====-------:.---:----------------1---------———— 1 — / / / \ \ — / ® / // / I I 1 _ // NEW LANDSCAPE SCHEDULE / ACSA ESMT I I DRAINAGE ESMT I / I 1 MEP 1 1 / / / OF I ' I I I IXFOADMI 1 \ -" Plant Minimum Total 1 1 i Planting Type Botanical Name Common Name Quantity Canopyfl Canopy Q \ \ \ i Symbol Cal/Height SF E 7. — ,��� I\ / I c \ \ / / O Large Shade Tree Quercus palustns Pm Oak 25" Col 2 419 838 Z u. rea � � / / / / _ = • Lar a Shade Tree Acer rubrum Red Maple �_ 9 P 2 5" Cal 2 452 904 \ _ �n'a�' -21" O — — — — —� I / 20 0 20 40 60 u Z / ....4 / I /� SET TRUNK PLUMB SEE 11 Scale 1"=20' Large Shade Tree Quercus phellos Willow Oak 2 5' Cal 2 419 838 C /� — / PLANS FOR EXACT i G I`�r `r} E I LAYOUT AND SPACING i# 0} Ornamental Tree Ceram canadensis Eastern Redbud 6-7'Ht 6 124 744 I _ � zwZ Asp j.-= ,' Evergreen Screening Ilex cornuta Dwarf Burford 2 Ht 29 14 406 O Shrub "Buriorda Nana Y TREE TIES, SEE SPECS t=� %-, .,� U _ Z SET1-1/2" SO OAK STAKES —_.. /// SET 180 DEGREES :� Evergreen Screening Rhododendron Rhododendron 2' Ht 31 13 403 APART __ Shrub "PJM Elite *PM Elite I' Mil. LLJ1 SEE FLANS FOR LAYOUT SPACE FINISHED GRADE Evergreen Screening Abepa grondifioro Compact Glossy 2• Ht 29 14 406 J PLANTS A5 SPECIFIED IN PLANT UST F a cr OR A5 SHOWN ADJUST SPACING AS = " Shrub "Compacts" Abelia SET SHRUB PLUMB TOP OF APPLY 2" OF MULCH AFTER NECESSARY OR HT DIRECTED BY 01 i( ROOTBALL SHALL NOT BE MORE PLANTING AND WATER �l LANDSCAPE ARCHRECT 8roadleaved Evergreen THAN I'ABOVE FINISHED GRADE THOROUGHLY Shrub Piens floribunda Mountain Pieris 2'Ht 18 n/a 0 _ MULCH 2'DEEP , 4"COMPACTED EARTH •oI UJ IMMEDIATELY AFTER . REMOVE BURLAP FROM WATERING BERM �n Broadleaved Evergreen O co PLANTING AND WATER TOP I/3 OF ROOTBALL L • 1 Kolmia lotifolio Mountain Laurel 2'Ht 21 n/a 0 Q THOROUGHLY ", , EXISTING GRADE LLI Shrub O 3'TALL WATERING 1 PLANTING PIT > �' BERM 4i//i`', ,., \�/////4 //6 •'+++++ Low Maintenance Southeast Native 1501b/ J PREPARED SOIL FOR SHRUBS \•! /� PLANTING PIT SEE SPECS \�\�\ �.. ,\�1. \\/\ +++++ FINISHED GRADE �\ j\\\\ Ground Cover Gross Seed Mix acre C \^\l FOR EXACT REQUIREMENTS, %/�j II .. • Oj/// C `1 — �_,,.•.�.,r PLANTING SOIL, AND \�j\ Ti r�iu••if e• • ° TOTAL NEW CANOPY 4539 �' PLANTING SOIL AMENDMENTS \\��I�^•'i�!= ^' \ in GROWTH Dote 111 X.i+%i++i+i• 421 / REMOVE BURLAP k %O\\�/�O\\����\\\\\�G\ NOTE CAANOPY S FEMALE 10 YR AR "8 IS MRUBSALE LESS THAN 5 TALL AT 10—YR GROWTH RE EXCLUDED AR 05/21/2018 SOIL SURFACE 4�:�440.1 STRING FROM TOP 1/3 Scale ROUGHENED LOW MAINTENANCE GROUND COVER SEED MIX. TO BIND NEW SOIL OF ISTU BALL I TWO TIMES I "=20' UNDISTURBED SOIL A, BALL DIA (MIN) k SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC INC)) Mix the following 5 seed types at 30 lb/ac each Sheet N0 SHRUB PLANTING DETAIL ®TREE PLANTING DETAIL Virginia Wildrye (Elymus vlrglnlcus), Little Bluestem Gross (Schizachyrium scoparium), Purpletop C5 OF Not To Scale Not To Scale (Tridens flavus), Broomsedge (Andropogon virglnlcus), and Indian Grass (Sorghastrum nutons) Fie No 16.003 n_.-s.r,s .,»_i / ___) 1 i1 \ \ 1 1 x 1 \ \ x/ /�\\ \ Q. °'0 I \ I \\ \ \ \ \ I I I I \ \ \\ / / \ /\ v °u • a70— \k 1 \I 11 ! I \ \\ \\ \ I 1 11 1` \\ \I 1 / \ / j \\ \\ �i ,i1 \ I\\ \I \\ t \\\ \�\ \\ \\\ \I I\ \\ \\\ 1 ` _x Tx _x\�x _x Lx C / // \I A ) \\ nl�rAwr� CZ i g \ \ \ \ 1 \ k / Ciparr,.d«IINA CUMIN-To w'Owl onrrf.w+r a \�/ �� i a��a� S ��. J j._a; T T 7 T \ ►/�/��i4.v--1/Iei�io4 "T T s / t / / 1 2,"Renee Kr.,,all e.Rw,,.wlfe el+4 , 1 h0 'n�wae,,.mod _ d fim„urcer drµ,nrcC'sarn lruwdR 1p�t'• , it , ..-: ;., =__---- . / / ..���, ,�� et I \ bra ® / / / / / M e.rde tlir•e,none.,Iv••d "*. n I\ I\ gl �` :` �` P1 I d / / / // Panned,nrnnerc wrecked n �n l,romo e.w + « / 1 • I \ I 'i '' \ l•air I ° -I / I I 1� .mee.,m.n.ne..ta.,*non e�ea...snip,e,n. uuemw,re,evnaw. i « \ \I I \\I III . �♦ �� / \ `�I� ' ° /, ' I Sd ho rrdn[a�,llnea.n rc:I me len marking lea ban mean*u,t mane M.Co...ray Inspector j \ = Z� 1 " «`� • p ♦^ �'vt/ —� �_ 1','' _r ..,mwnw Ce.M..a: •N \ �y ♦ d / / / \ rat:aa. emnn meauao dull be ttrcnedrmsac awri4�sec Zw \\ • .. a•i / / / / Q�lydr_ ° C- I ——— I ' // • . .,.•.«0,:..n.....I S»rtr �t o I / H-t',11,11.<.• eh:auls filet an'ea-xTe M eWrvrone r,uennsrekIng mine.or be parr.@d wohn Pe ar itrlinet alas y W dill III �1 / ��� ° / / / ..e., —� ry C \ t ''� � / \ 4 Soch&Nlrnate nnetno neenly 4D.,r�4i / 1 l / / / / 1 / �— kdwnxhx.rn net nor r 1.x4,trees 31 f L— NOM d° 1 / ��/ ✓ /O I \- htl r.r aperverted..nmlmmnrrh bvinrn m to be,.e t IIo I / 7. 1y.k Material.: + / \1 ' • I� "�u I ® �I I.d i\ 1 • \�--_/ \�/ // / -;/ \\ TO Conlon © , r ,r emu.- ..brl rci bee N ih:n IOC fen of Ae tr, saved d Il�r d /jiitiia"/ / \ --, L pennon,/new 1J rrtvroee manned shin SO fern faprvpoN ba:idmp«rWnpacne,WWI be ponied of(enccp. o CmJ1 / \\ .� II I�I aF l� 9*11# ��I �„ \I { Nil: • • d ` ,I / / O 1r r ,ns.n ll be M s pea n,O f n of relented And f q,Came WWI be on d ey fence, «.vnmvc,mn. o + �I a'N I ��■ \ ' E 1 // I \�1 �\ .\ ca a 1ss ' i'II I♦ ¢ I �I I \ l \_ .. .. d _ rpn:idk..In:u.i Eruxd vitroikc drrylirc Ma nttmne urA,aim.6,hnll5<annhd urd aeon mr.ioe d«wl1 A!!IL\ �} BOW 1 !, .,a�Q / if.�w� 4'SS10prAl,t: ,�� i d '\ �_ \' "i w1,..a,e an°,a le..l n,,,.,se m.ned..min,Hein»+irc,.�wee....a..ntt..r�malkp,o•2,e.ea✓.wr�.,an en.u1 \ ®® I /O tenoned for senor,I\ + 1 ' NI I r L I \s\ OJo s�`t, .n. n_nm..ven.n,of roa-ns.i3O+ >d.= ....,;n..l4..:nruevnFm 4k T�dee :1' , _ _ J D �\ ��� e�.u,E sd bonsdedauaevau.eaimirnrxk,NnAn asrvnlrn,I vyN4wa N. I 'l�r ...:3r \- - e /c r 4 P — a'3 r�ra..,.e rsniop Oran e.ue l«.em.A,med mnaem Eon never / � '1P M'2\IVA3 • ®t4® \ — �\ # < e \ ® \ — u.Demand Trm:_ / 1 • 1` _ � , �� /esr ) � ®0 I \ .::, 61nr.pea, nv S�.n m m.elrnr.Nprn„�.i=. .ne.mea,R: den.,,a p.ra Q,'= / ee. - } .� NO::NIl TNEDEVEL0:1 R VOw51lIr1T\'70 CO.\fERWITN1NEf0 11.CfOR ON 1TtELCO.VSEek/MNe�r�� E i�\ �t, 1' e \\ \\\ REQUIREMENTS. .5 IS €€da E E E E \ • •t Y �? ,• ® ,�, • / •liti 1 ® s. � �' '�a \ OWNER SIGNATURE niAm79lstQa/z swam�=mm \I V . V asIO te?� . ► +a � \ �i� ♦ / RBA %% 't T .5, 5 ��� j 14 \ • I •\ �� ••sue" \ / �� s 9,N �llr� . // �� s� �� \\\ 'sb �. CONTRACT Mlt■A�wpAtMa _ m 'a 'QE .jml� N. \• \ �i +++ �+ ...., ie•- '''•. • �-� �...A rA Att. i It Angier fir__-. • / p \ k •` \ Q �j / TOTAL POST—DEV LANDSCAPE SCHEDULE r \ \ 1 \111 l\' • `i • • a• • • • /���\\ \ \\ Total aao�R • reffr _ Plant � � 1 � � \ �r RO i�FED ! \ \ \\ — j / Planting Type Botomcol Name Common Name Minimum Quantity Canopy Canopy �,�_0 / / _ �' j \ \\ \ / Symbol Col/Height SF ��P��,�, / \ ��'..'....**10. !�N. Off` \ O I - r \ r8 8_o__ / \`������ �I7 \\ i• C , 1 \\ \ — / / 0 :ar:: :::: Tree Ouercus Polustris Pin Oak 2 5'Col 2 471 942 0 / �� �' - n�vymnm 1 \I \ / 12 ------'/ — / / a�. Tree Acer rubrum Red Maple 25" Col 2 510 1020 1 { 1 / Wp / I DRAINAGE ESMT / ( 1 1 1 1 — / Ii F I i i I a saw ni II 11 p"1fp i / / Large Shade Tree Nysso sylvotica Blockgum 2 5" Cal 2 181 362 Q I I I_■ \ I iAigi\ \\ \ _ / O Large Shade Tree Ouercus palustris Per Oak 25"Cal 6 419 2514 Z i- \ / I c �__/ _ IT V _,�� �_� �� / _ . Large Shade Tree Acer rubrum Red Mople 2 5"Col 3 452 1356 0 II _ i0 � — /- - / j / — _ 1 _ �NIo� T I, 20 20 40 60 Large Shade Tree Nyssa sylvat,co Blockgum 2 5"Cal 4 151 604 Z 5 www--4 Ill / I /� Scole 1"=20' C / Large Shade Tree Quercus phallus Willow Oak 2 5"Col 7 419 2933 CO L 4E F IO Ornamental Tree Cercis canadens,s Eastern Redbud 6-7'Ht 13 124 1612 W ` l Z LANDSCAPING NOTES 0 1 1 �` Evergreen ScreeningNigro InkDerry 1 1 y TREE COVER REQUIREMENT(SEC 32 7 9 8) �, 9 Shrub Ilex glabro Holly 2'Ht 17 23 391 < / ^� 4fu� I 10%FOR A DEVELOPMENT ZONED FOR BUSINESS COMMERCIAL, OR INDUSTRIAL USE Z V `/ - �1: .� 63,612 X 10= 6,361 SF REQUIRED �� PROVIDED. 14,093 SF OF NEW CANOPY AREA PROVIDED (SEE TABLE BELOW) Evergreen Screening Viburnum pragense Prague Viburnum 2'Ht 18 44 792 J DRIP LINEit, I I I'� .\--,--.------, - Shrub // �. � •3l e 11 1 VI f 1 STREETSCAPE REQUIREMENT(SEC 32 7 9 5) a ,Ir ' Ea 1 LARGE SHADE TREE PER 35'OF ROAD FRONTAGE WITHIN THE ENTRANCE CORRIDOR '' Evergreen Screening Ilex cornuta Dwarf Burford 2•Ht 43 14 602 of i ! �-/1 % 191 LF/35= 6 TREES REQUIRED ,. Shrub "Burforde Nano" Holly Q lII %litNI( lot C. %• %I 0 1 LARGE SHADE TREE PER 40' OF ROAD FRONTAGE OUTSIDE THE ENTRANCE CORRIDOR - O I I' SNOW FENCE \ . 479 LF/40= 12 TREES REQUIRED Evergreen Screening Rhododendron Rhododendron N LU A"I �,� ` SINGLE ROW OF 2'HIGH SHRUB PLANTED 5'0 C BETWEEN PARKING do ROAD Shrub "PJM Elite "PJM Elite 2'Mt 43 13 559 � l ibli PRQYIDED 18 NEW 2H CAL TREES PROVIDED E M ,, / i 80 NEW SHRUBS PROVIDED O O rV1 ��C�T,/�� Evergreen Screening Abelia gractor o Compact Glossy v�v Shrub "Compocto" Abelia 2'Ht 29 14 406 43 ;\,17; I� PARKINGLOTLANDCAPING - (SEC32796) N _ r"jj1 1 LARGESADETREEPER10PARKING SPACES 45 SPACES/10= 5 TREES REQUIRED N4(61Ntilii,iltilil I!'l �� SS OF TO7AL PAVED PARKING AREA 70 BE LANDSCAPED WITH TREES OR SHRUBS Broadleaved ubvergreenShr /Piens floribunda Mountain Piens 2'Ht 18 n o 0'iiNii imii'''"'iiiii, ��©I1 r CORRECT TRUNK ARMORING 21.230 SF x 05 = 1062 SF REQUIRED �'y BOARD FENCE r �s:;:%:� ; ' : iii I. CORD FENCIE en PO PROYIDFD. 17005E SF NES TERNALL LANDSCAPED AREAS PROVIDED Date •::+•:' O Broadleaved Evergreen � K*1: :'::##''%'•'I TRIANGULAR BOARD FENCE it J Shrub Kolmro latifd,a Mountain Laurel 2'Ht 21 n/o 0 05/21/2018 PLASTIC FENCE NOTES ���•LLLUUUU•••777 Scale 1 CONTRACTOR TO APPLY MULCH BEDDING AROUND ALL PROPOSED TREES AND SHRUBS. + T+ Low Maintenance Southeast Native 150 lb/ 1�r=20 CORRECT METHODS OF TREE FENCING ALL OTHER LANDSCAPED AREAS SHALL BE SODDED + 2 ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH,AND BE MAINTAINED AT,MATURE HEIGHT, ,+++++ Ground Cover Grass Seed Mix acre Sheet Na e TREE PROTECTION FENCING THE TOPPING OF TREES IS PROHIBITED SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE Not To SealeOVERALL HEALTH OF THE PLANT TOTAL CANOPY 14093 C6 OF 9 NOTE CANOPY FROM 10 YR GROWTH SHRUBS LESS THAN 5' TALL AT 10-YR GROWTH ARE EXCLUDED Fie Na "A"IS FEMALE CULTIVAR, "B" IS MALE CULTIVAR 16 003 of tp ^ n n p 1 u z v nw n F! a z v I wa 7 Z _ _ 4. _ -w -w ow ow ♦ w _ v` J ye y. y. °, -0' J• y° e• -e- t• .' l'• .. .. 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N.. pree,ne 0 sndth) Z CLEAR HORIZONTAL Ney1t TOO' r FORM 10 �r.a,or�rarar�.=ra..+e..rl..retas�e.r.t z B 1 PHILIPS GARD®119-BLC-250PSMH SQUARE 250PSMH RATED FOR 1 EH'9-BLC-250P Ies22000 1 250 Width +.r, ,�ar�:<.....r..�..r.r.d.......I.,..=....,r.a..>...,...�P.....".d..,.! � I of D 22000 LUMENS c Lova WWI.) PUMA MOUNTING DISw IUEVraN C O L=�xrnu.txbd Nu[4alu4J .1f Mum u.-,e..Immure 1 In*IM.Nenra Lae. Q ❑ LauerNo B30 1 FA Masan t .Otanei /� FORM 70 CLEAR HORIZONTAL `*S.a..r..era ea.w.. Fr.` U C 2 PHILIPS GARDCF3f19-4X-250P9AH 250PSMH RATED FOR 1 Elt19-4X-250P es 22000 1 250 qnt sou-ce era ert .I. 1.r..Mina.u.e... !sew .,Ww.ewte ti.�i Ikee rt Z SQUARE Mdeor NominllWML e5w Inn 1t•,aaa Knew/.a in x la,Ace news o' 22000 LUMENS Naa 3-wMewa..• x '^ ' •or Bulbs/LED 1 x'Sena.Nw:<etl Luna.. a0111.• Type 0 J F`�l II' Modules • w" Pl.n�.w MaiulLew W vs CYLINDER 12' Socket rope Mwaan 1..,...:....,-�,,.,....a.,•a•,a....e.°w J Q D 8 KICHLER 9234AZ WALL LIGHT CLEAR 65W MAX 8 650 1 65 Socket Woe na 11.101,e:*�.a...c...e.e..=wna..eer,r..+. la Rea row°.~;l Y Aare.IME.0 � (L ARCHITECTURAL BR30 ma Ct BRONZE • / ,�� W Iamb,/EMerior Exterior L Statistics Location Rating Wet WATTAGE vOLTAGEm r�5 Me...Irq Style Wail Mount ExILLIL It n' ww' n Q Description Symbol Avg Max Min Max/Mn Avg/MM MpowingWetya 0.95185 ,.rs..,w rAlAsmer �wear n .��.r.eo '!""t a�. .i,o.r W 1.0 Cr Right of Way Line •� 0.0 k 02 k 0.0 k N/A N/A .r r""' _'�'� .aeere a n �e..in. O O „A weer o a•0•NO • ''bD1 M WI Site Area + 1 0 k 8.8k 0.0k N/A N/A prt,wr*Macmwl ALUMINUM • 1 1 `w\`` J Note: 1 Wall and pole mounted fixtures shown shall be mounted at a height of 20•above finished grade. • / eo`yea n�'1eD !'e�I arra!'� �I:rl kelaw l C ` \,+ 2 Light fixtures shall have a dark bronze aluminum finishSALO 9234A7or...s Te't`�D ""`-"ie " ti,�,. L 3.Each outdoor luminare equipped with a lamp that emits 3,000 or more initial lumens shall be o full cutoff lummare and shall be Finish o*csun cncN move e=y^^` tlr.r a x..v o Style rnravoparry _ 1 aa.m lm.w.4 arranged or shielded to reflect light away from adjoining residential districts and away from adpcent roads.The spillover of lighting UPC les9pz9eq.0 t.rw.a�a < .a �� Dote from lummares onto public roods and property in residential or rural areas zoning districts shall not exceed one-half footcandle. "se °W1M I IWw,orr "'""' 10.0 "_"""" 05/21/2018 4 Na new lighting emitting more than 3,000 lumens is proposed of this time t91la1awtsew. ,� - pl. �,� Scale AWN.a.d O ...Wm. .e«..r.— ...,..,w.e,... we ea, SheetNa 1"=20' •20 0 20 40 60seew-Akt •e.aw..re.,n C7 OF 9 •'■•■'•'i PHILIPS Scale 1"=20• wow File No. .-.,,,. <v r, Op imPDCD 16 003 n,is_ ....t.."w We' — U D D ass a 395 NYLOPLAST 'STRUCTURE WITH UDDER DETAIL r z C..„ n w 385 >r arms, 91 �5 n 1RISER waal Z � II.III J 3 il� - E, .� ��4� 3 !Pr rut nips >= Ia_ MO 375 - ..a . - +�••+•,�� . 335 I. r! Di 329[td. »59C 5053:9u;:SOFN 370 la uyH.>w.sa 370 ��■ M aaa,Ooem"D'i.;.m.1. sS ne[ ll a. 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" rr NM age a a.I..,w "+'�""o wM _ •t...,...� - '�' e _ H ie� ROOM .r wanraannuatn,nuenanna / ..ewl...•.m... . .•A•aide W aid Oar M w mam. ea a ..�>:,r.. __, - �._ ,..._.e e ^ ' ---1 Ex Grade �BMP RISER & LADDER DETAIL - '_-'.. .. .. . 2 / Not To Scale -..:...>r.....,.> .....�.�,.. ..�.-. .,.. .:�... �.�.. ^.. ... 4 183 L ii=i=Midi=if Wrap bedding in MOae NYLO°AST2FTX3FTROACAN13NAAY0TRJCTUTE.32__AOII__X hYLOPtAST2F-X2FT CUM NETSIRUCTURI 30 AGO X -11_ /I =it= w fabric nonwoven ov filter FT TTOE EL..37ya6 �Ci�pii.. ��:JC!1=1i labnc or equivalent DETENTION wa .,. �• �4,a /� �e(� EL9373. .�1 ! • I O' .�` PIPE I .....,_..... _�ICS.DI'TOE _- _ ' ���\ / / ' 41PS VAL 0t+.' J -��: So-=Rg 3n 79 _ ��� W0.a DALVAItED Ryon STEP �'s6ffiAK 7/ _..®r. ire �' V 10-11e RSE 37175 EL.,50 `eta'a•' /� - - i- zo' 20�_ ° I y�(��I'/II mod:e:. \"\F, �......� r1 ^. It*:.1.....„,7 ., ..11 1 '�_ 2.5 I memo am �4 _lJ.i ---- $rest 368.50 INV-388.50 TYPICAL SECTION m•WOE OS. .m .ow • onninl �j..w 'Ht ' ZJI�vL REEIFORCED 16'ORIFICE ,�•,�••-••"•••'^ .. _ p STEEL PLATE W TRASH RACK +� /57 Gravel Bedding •eats, er 0 NEW DETENTION DETAILS ' r_. _,._..... .. • r:� u:.x•nr——a �."`....,�.,e,,...... w _ '�«.a" �Q 3, r�r Y al r� New Trash Rock i ' • la ,'f" .�.I` wo - s r� •••7•• ....r. .�..<w..a.. ,.......n- '�•1 �i a�a c.Si < 1'Holes ii6'D x• ,,, �..m. A M,y _c\30x Opening Area �•) OM net To IL v•011eaw,ALIO.ol. ..,w �.r 1'4'MNeee o - _ •. _ _ ._.�.� „J'1�e� ' I rA \+ 6. TYPC.a SECTION ^ ��' ... .�...._.,...0 _ _ 4 V waorsysm7. morr`""sA.a.r i....�^....rru... w^!_��r r...... • v^ ..,.._.. ...- r.. ,^ ... air ..:-F.,•. 1000 •I._.ar.ra.,r W'e _ ':e"'Ke'C"""'�' .^—r-•-' �7 I.y.rr 6 O O C a �S�i •9� NOTE FINAL DESIGN T NOTE FINAL DESIGN m m a.m tots N,oV . 14300 W • T YS e20t.2X�'ur BY MANUFACTURER BY MANUFACTURER (�! 0 0 0 0 0 i>!l$'R yy 2 1 0 o C ?.W� €., vrAlz ' 6. 0 8�8 iri • ®INLET 3 DETAILS OUILET4 DETAILS 888 Front Section v �:iF 1YDEV IdENTO poems TO " Not To Scale Not 7o Scale iew rv,..n Terra -.._ ALUMINUM STEP 84 n.•n -- STANDARD STEPT 10 ktraa ew w. .vanrw Mao eon I a ,al I I. N IOO O O !MOOS•edon272a Q ii):: °‘ MIN. LADDER STEP DIMENSIONWm_iiiiiiiii-� 10000 ``8 Not To Scale Engineered Surface Drainage Product. u M...INa l 000000 GENERAL I- .com� 12' contract'perihel surf we ions Thee saIIRe lean frame and highwaylets NMI be or the road and sm,cn.e est n Oscars the..convect drawengintegral and referenced *00ithin �\ NW TRAfiII RN M TM. ,w a earn a fix structures n to be c=vaned an neaX Pam of the surface.0 O we1T_' Q noel and s la De furnished y h same rrubdOrc The road and highway structure anal be as manufactured by N/b0last a P.M of I' Side Section Advanced Drainage SyN=n.Inc a Pro.atP.M equal LLCC ORIFICE_ TRASH RACK DETAIL MAMMAL! d �'-' -^^�� t�paaemnmadgaae�b�amta, Z j h poe sack to Ore steered configure.= The drroge POe ceteneckm Rube shall be ma 00eeed tom PVC PVe stock ad timed to III /� TIA Not To Scale prove. poe able�dasslam�ic sea Theme l 1e degree.seals tail c�orkum Owl o 05TTH FI conlown n The page be nPrgol shell be teed aw91e W man body 0f the structure The ran mated*used to manufacture the pge sack that is red to manufacture Me roaI body and Poe stubs of the apt ace dorace Pets sloe conform to ASTM 01784 eel class 1245-t irr es a' 4 r.r«r Ton. The plaid re/Irene lot al wed and 1.0IWy one-tees anon be decks iron and see be made spc4ay fa earn so as to Poede•mutt O W el OW 1Y.. Irarll RM�t.e dbsely rows.h Pewee,O Cr.Pot basin bsty The pow and frame shalt be capable of SrpPaa5 0-20*Peel kvblp Z Z �, 1 � rT l 11Mc wr e The V manned n the n ew ee,of of the CPeng body c hum a And a530 made 70-50-0e of 7I=9k trait III j n�.In. %/r.%////r I' Ji-F MI TA specified 0*1 P cWc eld ,`` 'q, OOLA1d PVC reed ere highway metre see.e named rang comereeew newt*pee betide...eh ere...kr,. The POMO C O L�' 11mwaul Rule be crlNwd Ronne a ales pmasltr mied rtleearg ae regwenrRs of cIm 1 class]or cMss 3 rraera n dehwd n ASTM .(1 AM! , yQ_ I}. Jl_S�pCYompacted uplorrnly in accordance well ASTM 02321 The Med aid n9I•vey dacha body vi be cM the term of Me grade NO b IP P2321 Reeking and backfil for the road and highway strucare shalt P paced Nerve a concrete Pock Pt be regained to eM the g ate to te `l_' TrTrrrTT_T _� wade IlaipU Fa 1420IOtl Oast kaRRlakvn.a ea,n«e skq we m Peed rlldeand aa.d h g.ro and IMme.Tle dapple aid m.. Z let,r'0. ),:i.,$).,,,. . . i � - IIII TT I� •�, �7" be ran°ae nap am of ttaut rwande. d'l soft laiq.o refeer ccesdeDOnS.Palk so AS'TM 0232l glbber'..temon adore Fa aete.rgwlam dawaralw1.'i �flf► r /a///[ 'I%i•L'eRPA�"•WWJrva .0 rim' � 1l.sl0. + ��... W4_1,_1...":„: dE�A 0NYLOPLAST STRUCTURE NOTES Q• Not To Scale FCma. . ' METHOD OF TREATMENT N DROP PUTS • 7."4 .•'� ....''' 'yy 'LI • • .I/.9 gnTOm A-A�e (V{I ''� IJ,I \S fEC11rN ea LL• I\ op O Mv I� ��. ���/," ° • .mr.r'aa.v%w%7%�aIse-"'^' i brs—Y ` < ril k�C ''a`.I.¢" y:' ` 'lam.' f.r.s,"SaT aJ.y. '.7 I Dote !COMM elf PLAN METHOD OF TREATMENTINMANHOLEST`'P"`FI`C UNT 05/21/201 8 Scale Vexri STANDARD METHOD OF SNAPNC vow , Rr TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, ' ...non MANHOLE I INLET INVERTS .,.,�,n, MANHOLES AND UNCTION BOXES 1w=20' .. ...IA.I .. �..w�I sr....t= ' Sheet No. OVDOT INLET SHAPING & SAFETY SLAB DETAILS C8 OF9 Not To Scale Fie No. 16 003 -_- - - /LsZi7 w/gin.. C3 � D, •0 L1 nU L= _. _.- t— „ - • ' '•- .. .. . —4' - 3.000 PSI CONCRETE .t"' l, •F PUCE_ I� oaOLo�oOOOOVo�ou< 4' - VDOT 21A BASESTONE V .w GENERAL NOTES: -"' _ r ' o 0 0 0 0 0 0 0 / '' 4,r ^�ra � �- ,. a ..gip. � � ROES kitV .,�,r„r,i r COMPACTED SUBCRADE TYPE A `,,, lar NI tea.- PAR IRO— I<• 6 3..OWN?v w.. a a�rsounru,a ... PERPENDICULAR • - s= .- — �I - r•1 ^sMa,� ®TYPICAL SIDEWALK SECTION w - a., <o.u"7A: '. -_ - Not To Scae w V •2'.O.Mi MAW Ar al."7c i m ow wa �� TYPE 8 ,!� PARALLEL •. ' • a. TF rca -'"` 1O1' _,..t I 1 5"OF SM-9 SA SUPERPAVE n. a.'S''o "�° ,'a -. T� '�j�'' ^N. °H .. ;u /�� 4 25'- ASPHALT CONCRETE BASE ' ) j> .^r'�""".�oba",`oB4I'.S3o iN2`a.`�16 "" . \ +/ .:, COARSE TYPE BM-25 0 m w •. � � PARALLEL i�Pwno PERPENDICULAR I - 0a / •_.• •.• •.• 6" - VDOT /21A BASESTONE N w •WrAIII II Sri 1/1166 5.="7.2 I R78 NorM.uls ��11'4�C�•1L�•JL4 COMPACTED SUBGRAOE 1 w a -I' FFF--- LEGEND-GRFENRE1RU61F M/IESNNEIL MOUE IRFTRORERI ��I��III a MIN CBR-100 pe vL BACKGROUND-MITI WEmoeu TO BE FIELD VERIFIED N a v��� s< asea .114444p1131. e TYPICAL ASPHALT PAVEMENT SECTION O,, _ r Nol_�u Sco4e litiVik DETECTA K ARKNG _ 6'-3,000 PSI CONCRETE NO,•• "'1FMir VA•N _ III AT 28 DAYS OR STRONGER CO-I2 DETECTABLE WARNING SURFACE STANDARD 6"CURB i$ SAL NOTES a AA W...mMMENT,,,,,,�TA,- ACCESSIBL ill #4�AT REIN2 D.0 oR Ps.P,N.T a,.,.a.ao..-, .o000. . . •000000 • • - I �����" 4'COMPACTED VDOT/21A v -'--4 - --. i IIr�C01FACTED SUBGRAOE • a BI I ��,�'�e �..� r� 0:1401 c 4{183 AtCr L ®CURB DETAILS o---. l: I ILI.� . It�Yi ``_ .i - Not To Scale ®Dumpster Pod Detail Ss L.E = 4 - . - Net To Soalo �°- ' °" 0101 TOW-AWAY ZONE cRo55NAt° :r� SECTION A-A TYPICAL AT PLACEMENT __ CTION WITIN CROSSWALK I -,.. BOK.RD� —1 I PENALTY -c�-�°!al Yam^^-I•-- rRfA,Fc HOOD GATES I I :\ e.�L \ /',,I I 4.6=='8 a 1 SECTION B-B Oa TO MATO,BID.—I B. $100-$500 FINE r__) E E dAAPSRR I l DU 9"3"1K `\ E c K E E•E E - Zit ,40 COM.Th......,�... IIItlq�ir ; "P I 17 NI 7 NI I 4�I 3 ro.A a,, aaa-� a1?am TYPE 8 I P6 4.n S�ffl '_` n ,24PARMIEL APPLICATION =, `�• 6'0' !-= COLUMN:TM R7-VP1 �V Q 5LSagP. «pM 11� III�L J I�IIII�ILtiI W ° ±� A 0 HC-VAN SIGN DETAILS ��k� � '� ra,-,L•a,K q Not To Scale $• o �� IL •• ,A. ELEVATION CONC PAD 8ISB RMr,a. Mt DETAK 5 n CG-12 DETECTABLE WARNING SURFACE DUMPSTER ENCLOSURE sew'c9 M TYPE B (PARALLEL)APPLICATION �Tn "' ..-,OP.,a,T a,..!.TAT., 1g;E.ENCLOSURE BRICK SHALL . �CG-12 DETAILS TO REDNE EA Cr E HARDWARE B DNG GUSEST To IHE ENTRANCE cGRaoLR. DUMPSTER PAD PLAN Not To Scale DUMPSTER PAD ENCLOSURE DETAIL•Not To Scale O /� V _ _ �� - ; '41 -'I A CLOD-02 --+�--- CLOD-02(CIOssIc Two Panel) Z _ 1 {�{ NOON'LOIN a w.a la_IL :. t A 2TV"MN 25):"Mu RML HEIGHT 0.44.1. No 4.• R�` •W..,N....~A<.••a,+k,...,.• �1 , 11.1�1 �, I � 23-RNV:77-SS'H Tec6nral DetaLLs&Sizing Informanon l +e a...aar a.. /` ,, _ - rn, .-a �_n ' r'S` __''1- I A.o` E' a aslm A-�aaa eua.0 pale PLAN .-r �1��� Lr.0 m� A..1�� a..ara.aa... �� ,.OM� - . 00 MIDI _ .n�v "r s 1 a-WIDE e�aaaur �:�a".® t ZI w Z ciiiji t MI . �.Ji_ T w'�A`.7,'.'C a I I I I I I.nT •.I, .l i>„I i....I I I I aa. b Y• 112 OLOC1<OUT FOR MANTENANCE W !\ J a:a'. �A�i�ba :fip DETAIL A °°" ;J J IJ IJ J J J J 'S4�1 e lilt a a..P� IIII Q \l1 O p p GR 2 OR-' 1 N,-,A L11: U _as. ,,, n n -1111,...0A, ."..a ;,"..POST . a.!.00D POST QV r ro / z ELEVATION talk % UJ '? ,.. ill I 4"WIDE[LOCKOUT mo. m. it r. E[I DETId A •• a cc N07EI 5 . T '� DEfM.B - «., v"..a .n A. _ W aaNA. GUMIORNL NSTALLAtION -.._. ,� L.�� " - ICR <l".7°T"fo � SITES RECONNG LONGERAttO W i0•...•LLT�GI._..._.... F•`.a.PUTE III I I •a wc- n _ �Pill/ r, GLARDRAL POSTS WALLMOL Q ''jr4a...• y r `�a—� WALLMOUNT I I C -fmf.A• ..._ ALP'' ALP` ,'w:�.` as•.. `O a+e r' .aao '::.:°G"'3. `/C4M j cL -ONINA 2.61. L 7,._. ANCHOR cANLE WOE CONNECTION _ .L.. ;"..a.. "-" .b•:, a°"Sf'at4? x;o.`' °q y «.•>.a..) _-:, V1 O 70 THREADED STUD SHORT WODODI POST s,u m A.ro a mar I17A- ` a.al. itp _ oom� xii - - C -I►�J.P•' n�r.a• :3'.`^.G,`.i"l'a' 3 's"'f S �ru ©m®® - b...POSTS a...T.ua n�iL'".. '�I r.a,T,.caw.. :6): l i I C ffMLra PLATE STEEL FOUNDATION TUBE )J•'TTF.Ti,:(u"c, `t° �Om® I"E'I V� mid li —A3'. kJ a.,.R-r... � • - ,.,Aa.. u CRT POST STEEL POST - ANCHOR PLATE DUALS SECTION A-A � � �'T•-'• P iO•Ns`�T'�m °-¢�1�m° , _ _ Dote ,T, TRAILING END TERMINAL TREATMENT • I STANDARD BLOCKED-OUT W-BEAM GUARDRAIL 'a �•"�Pa STA•NDARD BLOCKED-OUT W-BEAM'•GUARDRNL SOMA.WM on '•aa." '•P 05/21/2018 oar'ar 1 I.a war ..a..m..To�o T .r 0 ,.a a I H..a+, :STRONG POST SYSTEM, a- ED <STRONG POST SYSTEM. O POST MO!LOCKOUT OE MS) a I INN IMPACT Stdf -__ a,a-vs.n-..a.w•.s,..o. a{ .emu s,.wsTuv MN=MON MIMS 00.+w.T.....•n�-.�I,rw..a,".w.I r mama** PMILU SYMMS �i�A••rLaaw.I.mr.... Na_INSTALL GR-2 IN ill RED-RUSTED/0%02EO FINISH FOR RAILS. 1"-20' USE TREATED PINE WOODEN POSTS SPACED AT 6'3• Sheet No. GUARDRAIL DETAILS 4211 ORDER KIOSK DETAILS C9 OF 9 Fie No O Not To Scale Not To Scale 16 003 GLASS DYNAMICS INC. • Type: IGU Outboard: 1/8" Clear Spacer: 5/16" I Air - (DS Black Silicone) Inboard: 1/8" Energy Advantage #3 (Pilkington) Transmittance % Reflectance % U Values Visible Solar Ultra VL VL Solar Winter Summer Shading SHGC LSG Light Energy Violet Exterior Interior Energy Coefficient 75 61 47 18 16 17 .36 .37 .83 .73 1.04 Applicable standard: ASTM Specification C1036 Rat Glass, ASTM Specification C1048 Heat Treated Flat Glass and ASTM C1172 Laminated glass. Glass Dynamics Insulated units are certified with the Insulated Glass Certification Council (IGCC) to the level CBA in accordance with ASTM E2188, ASTM E2189 and ASTM E2190. Glass Dynamics Tempered Glass is certified by the Safety Glass Certification Council (SGCC) conforming to Consumer Product Safety Commission, CPSC 16CFR, Category II and American National Standards Institute, ANSI Z97.1-2009 for safety glazing. Calculated Center-of-Glass Thermal and Optical Properties may be based on NFRC 100-2001 or NFRC 2004 Environmental Design Conditions. While Glass Dynamics believes this calculated performance data to be reasonably accurate, it may not precisely agree with similar performance data calculated using the LBL Window 5.2 program. A 12"x12" sample is for color evaluation only. Color can vary slightly in actual production line application. Glass Dynamics recommends a full size mock-up. The mock-up should be installed at the building site and viewed under a variety of lighting and temperature conditions. Additional information available upon request Pp Box 938/8901 U.S.Hwy 220 Stoneville,NC 27048 Ph-336-573-2393 Fax-336-573-2609 www.glassdvnamics.com ` ��?,/d Classic Bronze wkL�A O/v TERS 6 � ..I � I � _ �� ''�' � ' lVgy COFFfF. ��� JI -1 SHOPgrJp HgRnwARf STpR ` WON f PRf lI MINARV M(3ff_ ?o I q" 1.2lVNj6NI uyd wldO.LS 32JVMay dN 4N d dOHS 33330? AbM Sa31Nflli 00£'L 9ra000 iozojb