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HomeMy WebLinkAboutARB201900056 Plan - Approved Major Amendment, Final Site Plan 2019-03-04 (0,2019-30 SCALE.LLC t . 4 S �� STONEFIELD - BLOCKD2 <, PHASE 2 *owner: THE CHRISTOPHER COMPANIES MAJOR SITE PLAN AMENDMENT 10461 WHITE GRANITE DRIVE OAK70N VA 21324 engineer: 30 SCALE,LLC 871 JUSTIN DRIVE TO FINAL SITE PLAN: SDP 2014-70 PALMYRA,VA 22963 p:434.242.2866 SHEET INDEX em:web:ke www.3@30scale.com 0scale.com BLOCK D RELATED COUNTY TRACKING NUMBERS: .L APPROVED PRELIMINARY SITE PLAN:SDP 2011-19 # Sheet Title A:I° ZONING CASES: ZMA 2001-07, ZMA 2008-03, 1 COVER SHEET 1:: ZMA 2011-04, ZMA 2011-07,ZMA 2013-09 2 ORDINANCE TABULATIONS 3 PROFFERS N1 Dzl4GEOTECHNICALENGINEERING NOTESLinUj Dis, N5CONSTRUCTIONNOTES ` s ',,, a ALBEMARLEo 6PHASE PLAN oal , COUNTY °9 / 9 /� 7EXISTING CONDITIONS&DEMOPLANzCr- j �2�oSFASHION��� 8LAYOUTPLANH5� WHITEWpppMALLRE9GRADING PLAN Q Qo AI REMARIE HOAX W Tv 10 PRIVATE STREET PLAN AND PROFILE 12 0 °11r ryY�`~� rPFt� ~w` 11 PARKING DECK SITE PLAN AND UTILITY PROFILES Q o A B1111 G�Op1 °1 Opp''�Lf�EP + 12 STORM SEWER PROFILES V az SITE oSTco it 13 DRAINAGE DIVIDES 0 LID Q 1J 14 LANDSCAPE PLAN GRUMMAN _ 40% / 15 LANDSCAPE CALCULATIONS AND DETAILS m N STONEFIELD BLOCK MAP "9 /•' CITY OF j 16 ACSA DETAILS o 1 CHARLOTTESVILLE •ALE. r \ Q /= 17 CONSTRUCTION DETAILS 2 250 ��� CHARLOTTESVILLE / Q> J USP°` HS 303 18 LIGHTING PLAN -'� °F 19 LIGHTING FIXTURE DETAILS IP*BARRACI(S ROAD p'4�p LLJ l SHOPPING CEN ER _T",. RP \A IONNPAUL�i• PARK 'MCIINTIREPROJECT NARRATIVE: 0`ONES ARENA .- J \/"` THE OWNER/DEVELOPER IS PROPOSING TO AMEND THE APPROVED SITE PLAN SDP 2014-00070 ENTITLED"STONEFIELD-BLOCK 02"TO VICINITY MAP VACATE 55 PLATTED TOWNHOUSE LOTS AND TO CONSTRUCT A SIX-STORY MIXED-USE BUILDING AND ASSOCIATED PARKING FACILITIES.THERE ARE FIVE STORIES CONSISTING OF 160 APARTMENT UNITS THAT WILL BE CONSTRUCTED ABOVE A PROPOSED PODIUM STRUCTURE.SCALE:1"=2,000' THE PODIUM WILL INCLUDE 10,000-GSF OF COMMERCIAL OFFICE,AN APPROXIMATE 6,000-SF LOBBY FOR THE APARTMENTS AND COVERED PARKING.A ONE-LEVEL PARKING DECK WILL ALSO BE PROVIDED AT THE FIRST FLOOR APARTMENT LEVEL WITH ACCESS AT THEREAR OF THE BUILDING. - BLOCK D2 AREA=5,49 AC. a THE DEVELOPER IS SEEKING APPROVAL OF A PARKING REDUCTION IN ACCORDANCE WITH THE STIPULATIONS OF THE CODE OF 4imir DEVELOPMENT.THE PRIMARY JUSTIFICATION FOR THE PARKING REDUCTION IS THAT THE RESIDENTIAL AND OFFICE USES HAVE I ! r OFF ETTING PEAK HOUR PARKING DEMANDS,WHICH CREATES A VERY EFFECTIVE SHARED PARKING PROGRAM FOR THE MIXED USE - PHASE LINER t o v v vY j ��' THE DEVELOPER IS ALSO REQUESTING THE APPROVAL OF A SPECIAL EXCEPTION TO ALLOW THE PROPOSED SIX-STORY BUILDING.THE LT H Of 1 Eh'raj0 S o r `. �- CODEEV DEVELOPMENT PRESCRIBES FIVE-STORY MAXIMUM BUILDING HEIGHT IN BLOCK D.THE DEVELOPER IS PROPOSING TO y66 fJ / er P rt x ,g ci 4 i Z ? P o�' a, r 1 �p _ p r $ �- RESIDENTS ON COMMONWEALTH DRIVE. ��4 U a F F i 4 y AS A RESULT OF THE PROPOSED AMENDMENT,GREEN SPACE AND RECREATION AREA WILL BE INCREASED SUGHTLY.THERE IS ALSO NO _: o +, " a CHANGE TO THE OVERALL DISTURBED AREA OF THE STONEFIELD DEVELOPMENT. g o �5/6/2019 s,ty ejO' PHASE ONE i PHASE TWO '.z ." $ \ / ��S/oNAL E*G�? cy°j, A=2.83 AC. , A=2.66 AC. s a nf, Q 4 f E 1 . liflfli '{ E . -s SIGNATURE BLOCK• ¢ i bnr , a T TY FT !, =} 2 { n Pir + tm,.I k ` a I I I R�'�°�'t s 3 W ° J}°2 ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT COVER SHEET LNGskeet 3 y y PLANNING/ZONING a e d s T : >F JE t * * * * y * * ENGINEERING • • 4. A t 4• li m es ¢lw 2 4i i INSPECTIONS _ w J+ +} ^, 4 B f " p, Z B B 3, w ° B 2 ; ,9, a tn1W.n a i_A — _ _ DEPARTMENT OF FIRE&RESCUE it' I.wooe DR ALBEMARLE COUNTY SERVICE AUTHORITY 111:11°' ra�� _ _ __ __ i"=zo'_ RIVANNA WATER AND SEWER AUTHORITYe —� VIRGINIA DEPARTMENT OF TRANSPORTATIONa ALBEMARLE COUNTY GIS PARCEL MAP HEALTH DEPARTMENT 3/4/2019 z SCALE:1"=100' rev 1:5/6/2019 J 0 2019.30 SCALE,LLC ORDINANCE TABULATIONS SITE AREA TABULATIONS PARKING TABULATIONS RE`DLSOSEE PARKIN) i \N\ 71 PROPERTY INFORMATION I BLOCK D2 SITE AREA: I_ 5.49 AC , I PHASE 2 I -.4 ‹::3 TAX MAP AND PARCEL TMP 61W-03-D2-A,LOTS 1-21 AND LOTS 62-89 AREA BREAKDOWN BY PHASE REGULAR PARKING `� PHASE 2: LAND TYPE PHASE IAREA PHASE 2 AREA TOTAL AREA REQUIRED PARKING SPACES TAX MAP AND PARCEL: IMP 61W-0-D2-A: (AC) ISF) (AC) (SF) (AC) _ OWNER: THE TOWNS OF STONEFIELD HOMEOWNERS ASSOCIATION INC. PLATTED LOTS 1.31 AC 1.42 AC APARTMENTS 160 UNITS 10461 WHITE GRANITE DRIVE,SUITE 103,OAKTON,VA 22124 owoe': COMMON SPACE 152 AC 1.24 AC REQUESTED APARTMENT PARKING RATE• 1.50 SPACES/UNIT TAX MAP AND PARCEL: TMP 61W-0}D2-LOTS 22-61AND L07590-1M _: TOTAL. 2.83 AC 129ra08F 2.66 AC 116,087 SF 5.49 AC APARTMENT PARKING SPACES REQUIRED by SPACES THE CHRISTOPHER COMPANIES OWNER: CHRISTOPHER AT STONEFIELD,LLC 10461 WHITE GRANITE DRIVE • 10461 WHITE GRANITE DRIVE,SUITE 103,OAKTON,VA 22124 OFFICE/RETAIL RATE PER COO 4.5SPACES/1,000SF OAKTON VA 22124 LAND USE TABULATIONS OFFICE GSF 20,000 GLA engineer: SOURCE OF TITLE: DB 4645 PG 685 OFFICE GLA(0.8 X GSF) 16,003 GLA 30 SCALE,LLC BOUNDARY SURVEY: WW ASSOCIATES,DATED 8-28-14 LAND USE TYPE PHASED PHASE Z AMENDMENT TOTAL SDP 2014070 TOTAL DELTA OFFICE/RETAIL SPACES REQUIRED(•AND••) 05PACES 871 JUSTIN DRIVE P 22963 TOPOGRAPHIC SURVEY: FIELD SURVEY BY WW ASSOCIATES,DATED 10-16-14,SUPPLEMENTED BY AS-BUILT (SF) (AC) (SF) (AC) _ (SF) (AC) (SF) (AC) (SF) %CHANGE TOTAL SPACES REQUIRED PER COD 240 SPACES p:434.2A,V86 BUILDINGS 35,364 SF 0.81AC 54,126 SF 1.24 AC 89,490 SF 2.05 AC 83,253 SF 1.91 AC 6,237 SF 7.49% e:mikeg120 caI SURVEY MY MERIDIAN PLANNING GROUP OCTOBER,2018.TOPOGRAPHY HAS BEEN e:b:ww 30scaie.com FIELD VERIFIED BY SUBMITTING ENGINEER THROUGH FEBRUARY,2019. ROADS/PARKING 26,5315E 0.61 AC 32,655 SF 0.75 AC 59,1865E 1.36AC 58,1125E 133AC 1,0745E 1.85% •REFER TO SEPARATE PARKING REDUCTION REQUEST THAT PROVIDESJUSTIFICATION FOR web:www.30scale.com DATUM: HORIZONTAL DATUM NAD 1983,VERTICAL DATUM:NVAD 1988 GREEN SPACE 48,716 SF 112 AC 20,174SF 0.46 AC 68,890 SF L58AC 66,900 SF 1.54 AC 1,990 SF 2.97% PARKING RATES MAGISTERIAL DISTRICT: JACK JOUETT CIVIC SPACE 14,377 SF 0.33 AC 11,916 SF 0.27 AC 26,293 SF 0.60 AC 27,129 SF 0.62 AC -836 SF -3.08% +g� RECREATION AREA(ACTIVE) 2,173 SF 0.05 AC 1,020 SF 0.02 AC 3,193 SF 0.07 AC 2,173 SF 0.05 AC 1,020 SF 46.94% <_ }■■■i COUNTY/STATE: ALBEMARLE COUNTY,VIRGINIA ••ZERO SPACES REQUIRED BASED ON RESIDENTIAL AND OFFICE USE HAVING K ZONING: NMD(NEIGHBORHOOD MODEL DISTRICT) RECREATION AREA(PASSIVE) 6,632 SF 0.15 AC 3,488 SF 0.08 AC 10,120 SF 0.23 AC 9,321 SF 0.21 AC 799 SF 8.57% OFFSETTING PEAK PARKING DEMANDS.REFER TO SEPARATE PARKING REDUCTION REQUEST a SEE PROFFERS SHEET 3 TOTAL 133,793 SF 3.07 AC 123,379 SF 2.83 AC 257,172 SF 5.90 AC 246,888 SF 5.67 AC OVERLAY DISTRICT: AIA AND EC TOTAL REQUIRED PARKING 240 SPACES FLOODPLAIN NOTE: THE PROPERTY IS LOCATED IN ZONE"X",AN AREA DETERMINED TO BE LAND USE TABULATION NOTES: 0 OUTSIDE THE 0.2%ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO. 1.ACTIVE RECREATION AREA IN PHASE 2 TO INCLUDE GYM FACILITY IN MULTI-FAMILY BUILDING AND PEDESTRIAN/BIKE RAMP CONNECTION PROVIDED PARKING SPACES FEMA MAP NO.51003CO278D,EFFECTIVE DATE FEBRUARY4,2035. 2.PASSIVE RECREATION AREA IN PHASE 2 INCLUDES EXPANSION OF PARK AREA. ILLJ a ACSA JURSISDICTIONAL AREA NOTE: THE SITE IS CURRENTLY SERVED BY PUBUC WATER 3.MINIMUM RECREATION AREA REQUIREMENTS PER Z.0.4.16.1HAVE BEEN MET PER TABULATIONS BELOW. GARAGE PARKING(INCLUDES IO TANDEM SPACES) 85 SPACES (1 WATER SUPPLY PROTECTION AREA: THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION AREA. 4.THE APPUCANT IS PROPOSING TO MEET THE MINIMUM RECREATION FACILITIES REQUIREMENT BY PROVIDING THE TOT LOT IN PHASE 1, DECK PARKING 54 SPACES A FITNESS CENTER THE PHASE 2 BUILDING,AND AN OFFSITE PEDESTRIAN SIDEWALX/BIKE RAMP CONNECTION WITH IMP 61W-03-21A ET PARKING 84 SPACES Q ftAEA SUMMARY I S.OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CH OFF-STREET IC SPACES PER THE CODE OF DEVELOPMENT D PARKING 18 SPACES T IN F-STRE BLOCK D2-EXISTING CONDITIONS: 6.CIVIC SPACE AND GREEN SPACE ARE SEPARATE ENTITIES AND MAY OVERLAP F- y PHASE 1 LOTS 1.31 AC 7.CIVIC SPACES AND ROADS/PARKING BOTH INCLUDE CROSS-WALKS 2 PHASE 2 LOTS 1.34 AC B.BECAUSE OF THE OVERLAP IN AREAS,THE SUM OF THE INDIVIDUAL AREAS IS NOT EQUAL TO THE TOTAL SITE AREA TOTAL PARKING PROVIDED 2415PACE5 LLcl ADA PARKING C COMMON SPACE 2.84 AC 9.OVERALL GREEN SPACE HAS INCREASED BY 1,990-SF WITH THIS REVISION. TOTAL AREA: 5.49 AC 0 nI a'O RECREATION AREA REQUIREMENTS(ZO 4.16) 2 Q N 0 BLOCK D2-PROPOED BLA ADA PARKING REQUIRED 0 I PHASE 1 PLATTED LOTS 1.31 AC RECREATION AREA REQUIRED: 203 SF PER UNIT,NOT TO EXCEED 5%OF THE GROSS SITE AREA L ` _ I O PHASE 1 COMMON SPACE 1.52 AC NUMBER OF PARKING SPACES PROVIDED IN FACILITY MINIMUM 4 ACCESSIBLE SPACES Q m Cr) PHASE 1AREA 2B3AC PHASE PHASE TOTAL 2005FNNIT 76-100SPACES 4 Z V 0 0 BASED ON N OF UNITS 49 UNITS 160 UNITS 209 UNITS 41,800 SF >5%GROSS SITE AREA 100-150 SPACES 5 5 O Z PHASE 2 COMMON SPACE 1.42 AC d a--I Q PHASE 28UILDING FOOTPRINT 1.24AC PHASE1 PHASE2 TOTAL 5% 1 OUT OF 8 SPACES TO BE VAN ACCESSIBLE PERFACIUTY 1VAN SPACE EACH L1J c-I PHASE 2AREA 266 AC BASED ON5%GROSS SITE AREA 112,930 SF 116,087 SF 229,017 SF I 11,451 SF REQUIREMENT' ~ F''y���/''�� a 1 TOTAL AREA 5.48 AC SITE REQUIREMENT' (/1 W 2 N 1 SURFACE LOT(92 SPACES) 4 ADA SPACES,INCL I VAN CC I- N rim CONDITIONS I RECREATION AREA PROVIDED: STRUCTURED PARKING(139 SPACES) 5 ADA SPACES,INCL IVAN 0 I EXISTING USE: Q C-)PHASE 1: RESIDENTIAL(49 TOWNHOUSES APPROVED) PHASE . PHASE TOTAL ADA PARKING PROVIDED PHASE 2: RESIDENTAIL(55 TOWNHOUSES APPROVED) RECREATION AREA(ACTIVE) 2,173 SF 1,020 SF 3,193 SF SURFACE LOT 4 ADA SPACES,INCL IVAN J PROPOSED USE: RECREATION AREA(PASSIVE) 6,632 SF 3,488 SF 10,120 SF STRUCTURED PARKING 5 ADA SPACES,INCL I VANLLI PHASE 1: RESIDENTIAL(TOWNHOUSES) PHASE 2: RESIDENTIAL(APARTMENTS)AND OFFICE TOTAL 8,8055E 4,508 SF I 13,3135E >11,4515F REQUIREMENT IS MET I LOADING SPACESLL NUMBER OF RESIDENTIAL UNITS: IMPERVIOUS AREA CALCULATIONS LOADING SPACES REQUIRED W C PHASE 1: 49 TOWNHOUSEStn LAND COVER TYPE PHASE 1 PHASE 2 AMENDMENT TOTAL SDP 2014-070 TOTAL DELTAO PHASE 2: 160 APARTMENTS 15P FOR THE FRIST 8,000 SF PLUS 1 FOR EACH REQUIREMENT: TOTAL: 209 UNITS (SF) (AC) (SF) (AC) (SF) (AC) (SF) (AC) (SF) %CHANGE ADDITIONAL 20,000 SF 1LOADING SPACE O a ET IMPERVIOUS AREA N PROPOSED OFFICE AREA: BUILDINGS 35,364 SF 0.81 AC 54,126 SF 1.24 AC 89,490 SF LOADING SPACES PROVIDED 1 LOADING SPACE N. a _ PHASE 2: 20,000 GSF(16,000 NSF) ROADS/PARKING 26,5315F 0.61 AC 32,655 SF 0.75 AC 59,186 SF E A 2 SIDEWALKS/DRIVEWAYS 12,319SF 0.28AC 9,132SF 0.21AC 21,451SF I PHASE 1 I J TRAFFIC GENERATION: OFFICE(USE 710)GNERATES 11.01 TRIPS/1,000 GSF OR 220 VPD TOTAL IMPERVIOUS AREA 74,214 SF L70 AC 95,913 SF L20 AC 170,127 SF 3.91 AC 177,400 SF 4.07 AC -7,273 SF -4.1U16 0 (PER ITE TRIP GENERATION MANAUL LOW-RISE APARTMENT(USE 221)GENERATES 6.59 TRIPS/UNIT/DAY OR 1,054VP0 SQUIRED PARKING SPACES 7TH EDITION) TOTAL•1,274 VPD GREEN SPACE 49,016 SF 1.13 AC 20,174 SF 0.46 AC 69,190 SF 1.59 AC 66,900 SF 1.54 AC 2,290 SF 3.42% TOWNHOUSES 49 UNITS YARD REQUIREMENTS: NONE,REFER TO COD TOTAL AREA CHECK 123,230 SF 2.83 AC 116,087 SF 2.66 AC 5.49 AC 5.49 AC REQUESTEDTOWNHOUSE PARKING RATE' L75 SPACES/UN IT TOTAL PARKING SPACES REQUIRED 16 SPACES CT II OP MAXIMUM HEIGHT: 5 STORIES IN BLOCK D PER COD �a / •REFER TO SEPARATE PARKING REDUCTION REQUEST THAT PROVIDESIUSTIFICATION FOR sow C PROPOSED HEIGHT: 6 STORIES(717-10-5/8"HEIGHT) PARKING RATES C''. �/i A SPECIAL EXCEPTION IS BEING REQUESTED CONCURRENTLY TO STO N E F I E L D BUILD-OUT SUMMARY PARIONG PRovlo� ���' • , ALLOW 6 STORIES IN BLOCK D _ - CURRENTLY APPROVED GARAGE PARKING: /5/6./2019 <v (21)-1-CAR GARAGE UNITS(LOTS 1-21) 215PACE5 (28)-2-CAR GARAGE UNITS(LOTS 62-89) 56SPACES .e28, BY BLOCK 7oNAI. `,.. GROSS LEASABLE RESIDENTIAL OFF-STREET PARKING 9 SPACES USE AREA(GLA) UNITS A B C D E F G TOTAL REMAINING INGLEWOOD PARKING 65PACE5 TOTAL PARKING PROVIDED 92 SPACES RETAIL 659,842 SF. 50,224 SF 33,836 SF 57,701SF 149,964 SF 14,700 SF 336,4255F 353,417 SF sheet title: I NON-RETAIL 408,856 SF. 14,000 SF 6,500 SF 111,5955E 20,DOD SF 152,0955E 256,761SF ORDINANCE I TOTAL PARKING I TABULATIONS RESIDENTIAL 778 UNITS• 104 UNITS 250UNIT5 354 UNITS 424 UNITS •PER APPENDIX C-CODE OF DEVELOPMENT BLOCK D2 TOTAL PARKING REQUIRED I PROPOSED WITH THIS AMENDMENT PHASE 1 865PACFS BY BLOCK PHASE 2 240 SPACES sheet q 1 GROSS LEASABLE RESIDENTIAL AREA(G LA) UNITS A B C D E F G TOTAL PARKING REQUIRED 326 SPACES REVISIONS USE TOTAL REMAINING2 BLOCK D2 TOTAL PARKING PROVIDED OF 19 RETAIL 659,842 SF. 50,2245F 33,836 SF 57,701 SF 149,964 SF 14,700 SF 306,425 SF 353,417 SF 1 n Descrlptl00 Date l!��.��;;,h;:.'22��� PHASE 1 92SPACES 1 ARB FINAL SITE PLAN 5/6/2019 NON-RETAIL 408,856 SF• 14,003 SF 6,5005F 111,595 SF t 20,00135F 172,095 SF 236,761 SF PHASE2 2415PACE5 scale: 3 1"=20' RESIDENTIAL 778 UNITS• 1209 L81TTSI 250 UNITS 159 UNITS 319 UNITS TOTAL PARKING PROVIDED 333 SPACES date: Ay •PER APPENDIX C-CODE OF DEVELOPMENT 3/4/2019 02019-30 SCALE,LLC • ( ern JIProm, o\ an rem. 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Chum-shall tV151.11•11 hit w alum cN partlon d Hydro Wk 4 d The roan[a1 de opwMomn pry to'act vats h'e edg„d d Hera ye M the Vrolea rd Pad•a vie*le n from F.ydrIMic Road,n ErVan U lVV/l/•• I M w xL M 1 f M rum 'L ,h teu.n PO d Me deprtmart smn groomed n tied app9p[bn pin.5tef b ce Condor m the bah vW erp 1.:h.nor horned toJN tsar - I y yr, _ le Columba 9c Bela appgrnt ne.b m dt.oet'atrate tivu ore d h previously 94381 wbaoeltedfaer j „non b I _ W proWza roam vNl lots a aMtabk a I. th IYrrt J n d h d•meMnle I11q Shwa m dN app4cYia,plat,met \ red,M1 L 0 Iron .N M - Albemarle Pl•n5(oneftdA pruatarh m W edihcoen d M ARB Z Tin ban Nbwbk rriaden bdeh[all ARB mndklaa roc 3d*0 3 cc le Pace EMCILC r pr J q pr W ton M M to C9'pm Gallagher Aoemrk pro EAAP LLC IT amrcrW lb.:stun m.' n,eu .wen S. flex - end I. xOfPCR CORM paon o^Ph AMENDMENT TO PRUYIe err '20C Wnww.n Ave POBow rose i - 1'axe:N,.Me:9n Ili.Ida+c, .rm,rxw rn h err davit C war w Wet, warn .z d Id Paragraph 3 m 1 second Floor Um(Previously addressed in sissies Variation) Serbsda MO 20Ele Cdum.a SC 20202 xm con ran dad il.,.d kJla„SOttnn .e.haxr mad - [ ..A., , f ante der) n Tryon On,Nmrn �t LNA.ut3 The eppoato pin'eurtnteJ No on boo,[oaf dopy end um. S n v 90n19BTea e tee it hat lone sahib, o polao.0[.50.l00,061as reeubulewul.sal N3a35Y WMk n0pl maed oe,wrdya 9t 0301edveo„ment tluepr not (/) y Pared Numbers: 0 03 oOOO M Notion-ozam a tl pmilrve add deniable feattea ddlia development it no[a NaF 93-00 02S00 regdrnwin dew w IXphption phi,and coda.Tho,dN me pan b castdered comment zoned6S.O.A1 Acre. NeIghmrbe Mad.Market INA1D)to bar reused toNeIghberho9J Model DINNe m OMEN Bloc&A(Prer(oudy noted in 9r28/09 Advisory Common.) .Ion. Proffers dated March 13 2012 roe DNA a 201 OD00, nluPm 1 Null,' b nil .era u nT Parking loth aeacem m Pt 19•d Hydr it Ra.h the bled hr are m be W \ Amendment % ern n \ Proffers")Pace, y em n ..hall n x,a w tsar mad Profferscarom on urnt emm m o a do o w street trim the fir Ile ing Dreg Me street)toot screened Alhemaac lMaenlnnrnelu ern y t proffer Ind, shall e+ ail I land n,nw Jlnr rob e..MIaxl hr n, sett tnnin en n > tan.,ad•arnum [free taNdna dMbJid zed nedt Z M Lid combination e I ,J schedule b1' 20 d Ma and w AAA l vsti Clua Ile M.� 1 xnJ u,sdu shall force W effect PROFFER IONM sere March 11,SS 2 Mall 1 tnd dA b WW T xm I 1 f M u ntr, �`!Mc 91x,kern W L.the h I J u9 pane,,and Mot were R t(FAA)dw S Cam' limited 1 W pro wldh maw el is a soar m Rt.29 Q a l ova Iota R(Previously tad in 9nve9 Advisory Comments) d 0 1 h I' err tM City I E list aMacem b to roots 'MA R 2011..07n nT0e4 0 N:tl urn Ix nxrJ„n .f M.r N xhmJt•Mtlw,ru ',Win OM Netell +taeLJ M, Jwwnr a pin are not closer 1 0) Tat Map sod Ear.almbm.(xIWITAL-xu119AP,MI N0a11Ax.1191u n,U. ,INee ydrao, rW .field. the cash xx.400,1,1odLJda r x the. er lmmovesnnle M 4 and th.)M1nura Cram,Exa,uwt Albemarle County, mWeaert than horn he buildilrp along arglerllerWredmthe etld•rbn mantle ry agna r r D, uJ Q N .ehanWNl wlNunl4aur-Xw UOINnuVaaJtlw,unAel\111tll Iwa.Nm rl IN I-.upon renUeM h M Ih \e r , de..r uul uxWr,din. ulrnxlm,+lualh Cat reva&adr - Cam of repared by c O r...which .7`S. old.AR1 l"I 1.5.104 Am,Armed r1*11 Model lknelnlN.Nlhmlw cowed Cr Neighborhood d.xhd WN n. end Dedication of AJ.ILwI Land for Rna 39 nod IIaJrwvlk Rood Ift(ww wtaT n. Pe It.O DFarwS0vstee Phrl Hawn„naady,IJ.C,a Sou.CIOLa mu S wwirer IuW mmpmY is caner o a el of bid the woo subdivided from Mn map repo block C(Previously noted b 9RW9 Comments) Q 1 Q Model DWrWI'tl con^ I d m M N he 'h •Inge „Into IA Jlie he olvJ -0. L d M ,] 61 Advisory I!� 1L03J0.0 980 which parcel r as u wemuny 7,a awo on D m c I hma Soberer.Pm r Ree.fMeT de d••a 0pmn and rdml,der R ulh C uol a a+l, f W 1 M •uy trait corn, w date funds neon d Dena err am malulP m Hydraulic Rd above Also.wee dw die Cob 0 of.ell N rite u,n m ICI _ It x M .d.d . MrTWas Samrde 4c.Virginia IUNue Irb'rlrry enmwor.. n the owmn of a pew E......." 1 Tars(up m 59...pc for resoeatts,o,Tdoot cafe and twos Z I Meh 1 .aNr e M h J.+.lnne nlxn r ,ara. T parcel Ohl wIW3.mA19B0,*eh loose In Noel entitledplat •rhv y w. Ma9 W le d tl raw mnMu,M1c lu J,x rplmq. xe.m4J fir dx e a one Mat also was w n the W D P ,( Con..Vuernia-dated mined rasa,this ova sun 1 V Route 1 Improvements h f M tun 'Lon 03'odnaay I. m,m. u[e.SubOnnon Px wrel a nwurn u Q V Z N'n 'kd dW,are•klr,med th 3 , e uter th P O n0ue of mall rye t u,T M -4a ht n, u 1 a m 1. Block E d O Q -• pb ark r I -1 J I AN.M h pp: Mar+ u, sh.I PT0FwM r4(R ra<:ry Aiem p Pare E0AP lu,v.OSOC, t W Iron company,is are fee0)simple one he 1 eat Tt.meCounty, Book i.r,I h hall liAilM..nm.,is the nom.of a parcel Al land hw (•mary t vmen J,m ry I Mrdrr 1Ml nut shallFe tAieml.r on M „x a,arty,din petrels llS P'0.0J PO-O.JM 061 Od)U081a00.06WW)1roU25 .and the NON 1/I2/07 raraem.A[tlN, 1,_ W County h-n I and thatMe precise boundaries ! I.uag ph NIB l nprmemrn, renaW pmrom or w rnr pmnb D6ry'1 OJ:11.And FPoi Ww S olio 1913tao.were The pPl °(aoa[he�. tIe•�N pvae &which prof h shown•I.m V_ A,rM •Tn t tdr,Ceyaemiel f enW the a ern P ewe ,eirem,root n,3.W3•„ed worJrngh. cot comas'm ate AMrwde Real FAA N a , J.d .f •...I ilex Pal do AlMmrk Proffer , Raven et defied LLL: V eon of Meese porter,Albemarle Place EAAP LLC, 4R911 I Variation Requespt ("�'� Place..AP.was subdivided I-.mad Albemarle R ,1.Al.11I me collectively referred to her r m taw m.f:t x ,a n`u`wen t pm 1 mall y he I A County MacFarlane Sorer The lam„Blow(d LLC,W Albemarle Peary(EAAP N Vrru (V (twat k f N !is.: J a aw rd ned Ih.0 '•collectively referenced -Chanties m tM bneon des; N M -dedicationLea with,. at Ile-Owns) The term"Ow era as operating and,inaintatning a dedicated lilnev ht.-service to road emnincretal .11 IMMIIMV the JN d bd a „Moll'nude run: a owner of record ad su<e<Ton Mn Rs I,2 and gas gel,Iryau,mesd aiellmbndweh phis 70, r AlMm rle Place EAAP.i o Delaware bolded i II s the fee simple unmet l the I. the J I r R 11 J apron and green space a grar[d m With the Miley raider Sebbn 8B,5,1(e.)u Pwr low 0 I r.I to n3M,02200 W'Mh0,.,10240006dwpa presented and arse permitit•n depicted n; 'SITU at.ile rcwlml parcel. n.rDux Mat were r ,x M Mill 4 1 I II N 'Id -00425m�ltPotwOMmu19N0 frmerestM-ou mreo.1.Ton Tom.nt apetot0 ben a,S and e-ModMcatms m dlox Gr dM aWdth ddd.,odk* O •ern not n r..A.cwre Re - 1.' 1h 11 'suer d,llt For lie Dolly. I .m mem, rlAI lx emits acceptableI lee rat/. to dedcue:Ad ben ,nblen. r-xu xl. Q rn..Y ax pnlre,s Albemarle PlaceAP LLL,n Athematic lt<ulJ(1'',AAI I.I.(•ere .roe J re calm. Ile provide to v,drrcfeld Ir rl all.93 pNmen call ec y gravid<on.nme w[h d e r000 3 udv 5ecabn 9.Ss.3 a G J II I,referred w heron•the lMeer,1 CoshR.I.for EA Mall Imnrmemmu. 1 11 a,I rare Ikd' W J - ,mall 4 era v.a n Amen; z sun mum z dewwr worn of 5-y[wen p:ahPltg sldparbme•and d bTedW�pof ea WI tih.tiro top xbnnrnx. edge a1q o 1 'els 061 WO.t I MHI 9A (N , Rltmd I i a,. 1,1151.1.1.110..`h, 4 '1 1 shall h -h 1 I' 1 a0J parking oeernag dg zdewadv n parking lob.ct m sidewalks:and ail planth(eplpybovas 1 n9ar N' ,w pursuant wat.\ tor I.NMI.i 'elm.. - r n x.d PNW...mi....)(...,.ydare"P”,ml,vn themes of zoning amendment beater)between edge at meet.ens sidewalk and a minimum.d 5'. W W Ih pen: M - wJnnt atone( - V approved f -P J ALN M NI. PLACE FAAP,I ll. iotbb„umbel].MA 201-00007,rlBrally submitted••n-NMmare Place PmRel W to,anefed." " AAnndnenapplicationII J IINx+i•en iu IMuu 1i 3eshallM N a'. don m.m aim,anrl,..Mn.alt Ma ulkl an limited h.0'ynwl"m• Amendment;which application sumo Ma remand IA-CJnlrgem[y pnignd5tou+MdBN.fromebr(n lee a.ttbnmal7)lateembne m_ None renamed„a,mw J. min Mc 13 elmN' Iresidentiald - Ila e r•urxumt n.va m<A M M t„ara. approved N f h (e t Nb III numbed vas I-mint to I lJ boom m ern,xdou a sole IL91w f M wi m dr. contributed t M I tatIn the event Old Ix q, coed m 5 1.] f Albemarle Count,1 Ordinance.h4 Ow,m hereby ootad CMS y granted cotunent wed the rndnrrse IPtlr Union a3.5.3 proffers the mare,ewe. applied a Jr, 'rhea to CoE 'VDOT (��)as you�'•P••.^ced al (t( _(1Cl~`_ ewman r a R near approval y based on app pee al studies pee xrd .c i mar which J a l be applied 1 Me ...upon,.m ee,Wrnrn9aen era unit- unJ ywee t.n r mMalln wow ux l3N ., Cud N 04o I'm41mn 30, T 14 rezoning Li 0 .t the ndinen Them eonable poCeed r 1 , , F Property w If the N ha. I nedw w M II d W L„a I5 - on do red 1( panoftM cowed wd9ed led,M;wd unm ere reasonable �- r•em W U epic nnplemw la pP anti l xis d mrLng apse.11804 lewood DrM such out pre h er W 1 tome papena.uJr m e,We k „N Ow .ud Ih,hNtdl lh AIvwl P Smeri4e pro owl r emdved o,M Grnr&eW of II'Llewoad throatb oot)a1d os I pop42rd n.07,pa a 7 ll.eA Albemarle t fall pr - lend f ,m dwa iron doltM try Narole rots 1 x b nod,sum+IAxOanwAv pro y •Trost AIAYNARIEWwIT f!AALIAA'. Somme.on Ocro.a12001 et Men 3 o aky„th rm1enyes,le Bra mom pa'oile.dd.dm are rarrow.Sru•fre.Blvdis.#7 abov.)ad SUSIpakv.g n rot n S.W.getyr L 00pmn.m ra usn tort/ .J 'I tu,.h,W fob uon Jwling u, eaWt„a allnh' 1"m IN liability uwpwa a u`g NfawM1+ Nalade , g atom• tact I ad tram L',itwl ade•Code Nf3am pared TM Con yW parallel patiR•dared,but possible br Q 2003(x-Code or pare' xr". pen geymed c dwHl de papose ale' driappraedrnen tar he NymaM R•e n-e•t ayrem. re ppeod W. for the 200J arykd parking m y contdermd urndx'0 01 ey',tawm R ,1•,a worn random corporation.m 1,1 Coy Om ( Apo PM.The 'egulaoae(plardad this w approved us ornate hems}dependent on.chomp.Of Me ,....l...,/// /'',/ !waif a Fa ham is a angled pubes m the ftetctiord of the beet bald m eppgye o-aEk smiles O l IKr-7A.v\�yy,r� ._ erg mmdN 4�cnm PITrCm0*OA0wla Fs+ A dam IC9l1:O.I'ITe t1-Moaentpn el Main Sc Asian mallow cevWaa sections pay gyro �U' Y' )1To: yalrn.Pmr.Lm .0 pv313,0 tx Pmfcnr u.<ol:ecuvel.tabooed a u lee^Pedian" Inynp 0043 seam a5.5.3 lb)a yw have e3mad ed t Ott'dw c W suE/Rtm Cctr'9)FAa^••rTRwal Except as„Pen;;-.armedmerit mil obligation LMA 20l'.Rxnm Mall nun 11 Pro10 and t ale k ement wl K.•B rod l•n ion eer bdniva et.suchh zienm.cdwlruu and :,gatien,owl news N full room and effe¢ve raw BIO_ opt wtMna n, rVlavanu d Smnehb abed n tlM only rwd dedicatee c OAc age •prgep Is n inn Proffer \ Anr)W0„hdfer \ N option',ermined on page 25 and 19 d the Code d Develodnern alder'Street CheWkatido. O and is sodert to rat.ew under metric..Ord-name pro... trot.IS 2001 i with I slulatnude of L, l l .drain am live ,hw Iqx l he fm Anal T e Ono m au1J otmm Plu 0" Ill❑ ax ran Nrdr a enphdr d H I k I i 'de oft/ewrgerwn rhfld5 I' Minna ore. N.M. 1 l W_ M Men 1'r/d the 1.110p*t ned J a%, 1 .f a,vu earn, ale ell-Allowance dngntln earn fromwuthb•od RI29 into&ahe on he rented tennetem V Q 'LApp ail I1. .ern,e,nnu motored„e l qa J a man cly Mind to n Coal M O htl J M r h )J h V xkJ 1 V usn It l lined "her l tnnum n \ w,N ee ArDfindings under Semen a30.7(e)a you hem demented wheel m County 1 I a s IN Comb,I h J i I. try 'Aidingu Road'J �i N W' h xlu (M9wan P•ya 1mneNn<ly h ) ERInerNDOT apDreva year)on appl'Nade 0.5...0... Me 1 It won loot iler dale tlw lam tontrIbulainili 11.iht. 4J Mink. 1. 1 I I'mitate within it•uftanoigil..111111.1,1.411,'uxl rule Weal Iltille Omilei THE HAVEN AT STONh7IELD,LLC Amendment ,:% 012-MCAihcac„of die Bleh D and Nlotk E boundaries N/mordta,etetn,ma M.hod rauce,aren in h 1 rI' I h n 11.Nke•I MII lea awe I e r era use dad. o Soul„Cwli,�to�ned 1uMln w item Section a 5.5,)(c.)a you have presented and b permsLbe a bperetl CT H OF pan I" 1 11 molter,Jar J b h r N n In addition M J' M roe ^Yon /NIA 2t 14x - h mullets LIMN that1 I BET dwell, h d he t h Mow. g S'daw+A•ml w'eAle,_a$y,az aMn.la-, 'rxlxu M1 N Y I el n' dAsg Molle,(I. prior,the auwxx, uWildingen.for eachu .elk„ul hem: esisainc1 r B ill-Allowancadsu La R argrrnn 1 7;t r`ontunn.m Juclhry n thereafterM a -N i n_ _z ()wry hotel a I05.a it h no teller dun rang(90)h•a granted pad 'C I that ware Iv IHr.e d do r N N . M' e d WETNESS mraw,ne nYm,uru. W.V.001adwish die rmat�undr Sefton es.il le Lew pumas..as ? trims. ul the aRnt r/AIA /� .oN/M , ['9a„rveN.e errsmanuy P W i , l I - Me two.: 'in .t !n )Yyou promoted and„ rr Prved Nary of FA•'Ke boated /y ,tlaa d' uh signal statuette.)h5 ALBE.MARLE PLACE EAAP•LLC, .�•p04't" oe h I 1 „Oise x: prora,nl tor JNsr - 1 - - - r - .. . a[klauur it alto.for 5•mnnvum'dawdles ib youbrdrer arc rn .cow hat/ a„ , f Fro J I P� /••/ uW tY<uoW _ • 1 Jr he meaning or he roL,t as,noh,r ndmd pro' J red f I.whim! S. nod ,ton fin •- .Iron. 1 x enn^•ry \ Fa dune olden Sectbn .73 dfom•bu9 /_: (c)uytw Aare presented auto _ x d R no prang moment onto adore.n wf«m eidewUb "/rj/6/2019 ro"� theseM I.nal, I Elm.of .Mic utter dull Phew din elopment of Me PF11100„l.lows prercipitme hi th '.101,14, r M of urea_ conformanceart constructed in wryer „toy with the VI All rearrest mam/lattim of W 015-Changes to the w et of tee Se on the western Mgt of the prole.property to inf\. ^rne^N a.,Mwn on I +Pons ed In sail wd9mNnmNh....in.,ell l'ntnl. ,,. mnmumdlV pnygm[ee tomntPt win era lydng+a,b-Steena5S7(L)e you l�ve �S70NAL 8�`G Iw sows m Jet J con ax rynnN h.9 x J 1 n u sal ,rr era D.eSom subject m ton',vn mat,-,the second h or. doll ark ht "I planned M 1d,4 Ion l(e.w 1 R. t dN r r ee paragraph page e d Dr,Code of aJ shall design and 1 N J x. `I ERRA2.TV(LA}LLC. Develop artN order ardappirq and Vaallmmn tempt.,"end my Me ohm emirr:/A n 1n e J the CO,.a depleted r aluM 12 f„mwm.r7Lb Anse ream-dew l'.en 4000,1 of dr row.hits a than Mc a 9w.h Carol row laded luNl,h eompury „Per tlur mgM y anomie,aldarG rg zcranulg of ogamoeble luau Nu J 1 pan M name,a required I Kohl, h h- M MA II 1 motor l b M BY Edam RNe.In..aSuuL Cut/rw wmmanmx in fllLll Vrfabe Raquwb n Sole memo. shell title: 4 pM Plan. Mown 0 Ill'. hxumn_ WI.J.enNexnM 1 coon. N ti mbir 0rtandalP pro- tight- Relaemm and • 41 Avenue to issuance ot.a anal JWI moaner f ,hF relent dings oITIT ormance with.Mm,Rn.,Nerr VI.rluW opened public IM•o d obit,i will ha l B Mc _ coatl3gruNad[ wr,h•tonuth ndh�uribrSaOlena.sS5)0R andamrroaT,dn.pnmwvrlpl. PROFFERS holdings a - h• A rep sum.h Ile Co b boo Quadrant the ( a depleted. M ate I i I Ihdnelk NurXmte Ptlnanmrbm, vu 'aka f has WMm. wMcul No xC m lu M,mixr,N..ell`a rn red fie Ow a ,4001,off..5,geed.l„ Pease d, devabprnem under des near.edl eagect m ell odor appNs:M.zoning, M tow One i n nJ d Plum b the Count,. t w .1 ,n M m n x Ow and btlJang Pend[prwlsba fed tea.variations b not a • elrR i tillit bundled sewn,.t1,111 dwentrig um,:inny he umslowled withIn Ow Pio.until Mmom a'l, oHIII PnnT, mooted.thew renurrtnwnsute p ;.Ile I S.lintne rs,lxw,on Me Appli.x„p IltwxlA I,Piro.,,M1111e I,MNIMIIIMILM 101.IL. 1 Will',cant internertoott MO lnuredn lb I vier Ny 6N ..khan the nulk al utrm completed era le'r, MJvla of 20 ...owe Se ke melLmlevmlrmdlNa rod II misbib'i. nowt Nell Inla.du forthM n h.Earapropli IA.Ow en,oal.th,111.1I le Mill, 111,land fa. n1Nitit the eRgineering.pluls - 1 iiMIIIIMI IOC i drown on F.h M I I Y M II .time the tune I building f'1 t had II -1 ll I1.Other•Ngwr NI•00 tired 1'm•elbev: 1 M(nnu toll A shock# ,n•mar .amaon edmlBn\.A II rdO 1 _ 1 a her.. v J' eqT I M. If rhex •i, f Val w991Bfa1164a^q1I' J sae,dull x M o.l•tl i a fo.On9a W er1Yq f Piaei I M0'nn I peon I lw Mn ara ,A NI l he ell ,Ise Horn. r 11 I" trot THE 1._ 'ounl rl whale in ah V ,rr rwty nx L Vlhi )" N. act er:e® /I✓ • ld FNuuael M.emixotanam, ill- N+r1 till nle Ttie. u.. A Ian Wu.e_la n s. r our „trn a.nu con M I,,1 xis. . xta a n, nut rmdJ known.ItunkShyest PY•1 U teas-•�.. x rda 2ro..4,A hP D.eo✓' REVISIONS 3 OF 19 MACPA.LANger0NUOLR LLc a Tara 8 Description Date m By •(44, 1 ARB FINAL SITE PUN 5/6/2019 scale: a Prided x.w(WnlrS •4u�raN 11t=201 n..ii,rnaff,IAL R•Mi date: U U 3/4/2019 ®2019-30 SCALE,LLC EARTHWORK REQUIREMENTS EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL. AND HYDROLOGICAL DATA. REMOVE 1.GENERAL WATER BY BENCHING. SUMP PUMPING. DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY \Q EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL PROVIDE EROSION CONTROL AT THE 1.1 DEFINITIONS OUTLET OF PIPING TO PREVENT EROSION, OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER �� LEVELS IS COMPLETE 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOUDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF-ROCK"BUT WHICH USUALLY 3.9 EXCAVATION REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT. RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE .il# BE REMOVED WITHOUT SYSTEMATIC DRIWNG AND BLASTING, DRILUNG AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE-MOUNTED PNEUMATIC SPECIFIED IN EMS SECTION FOR THE ENCOUNTEREDUSTIAL TYPE DURING REQUIRED AT THE MOINTVED EH LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTSIHSET HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING 11 CUBIC YARD IN VOLUME. REMOVAL OF SPECIFIED AS THIS INTHIS ARE REMOVAL EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIALEME AND REPLACE WITH SELECT - MATERIAL SPECIFIEDLBE F MESECTION.N AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT owne,, HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRIWNG AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE CHRISTOPHER COMPANIES 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED 10461 WHITE GRANITE DRIVE THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OAKTON VA 22114 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL engineer: WHEN THE FINES HAVE PLASTICITY INDEX ZERO. AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6-MIL POLYETHYLENE 30 SCALE,LIE SHEETING. 1 871 JUSTIN DRIVE 1.2 CRITERIA FOR BIDDING 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE PALMYRA,VA 22963 EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, p:434.242.2866 .2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. • n EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE web::w w.30scaIe.o 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. www.30scale.com 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES. ..." OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO 8 ADDITIONAL COST TO THE OWNER. Z 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER,AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY 0 AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 25. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING UFT. E 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6-INCH UFTS. COMPACT AREAS NOT Z ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A N o 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING. BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BEADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 11.1 SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT. BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 6-INCH UFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL (/� AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE �/ a 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE,AND LOCAL REGULATIONS. 2. PRODUCTS 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE T PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6-INCH LIFTS. I- y 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION. REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE BACKFILL ADJACENT TO STRUCTURES SHALL BEPLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST Z P CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. W MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL. LOCATED LESS cc THAN 1-FOOT ABOVE THE PIPE CROWN SHALL BE 1-INCH. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION. TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL G BACKFILL AND BACKFILL MATERIALS IN 6-INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED 0 NI a •)` 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REOUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. Z CZ 0 W ,..-12.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML, MH. CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN CC 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN ±3%AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. ACCORDANCE WITH AWWA C600, 'TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE I G PIPE INVERT TO THE SPRING UNE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK < IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. Z ( ` 0 0 2.1.3 SELECT MATERIAL:ASTM 0 2487, CLASSIFICATION GW, GP. SW. SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO, 200 SIEVE. Q `J \ Z 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN-PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED 5 DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. d 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. O c-I Q 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10-FOOT LINE OF STRUCTURES TO 98% I LU J OF ASTM D 898. Ca cCI. N 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP", UNLESS OTHERWISE to Ca G NOTED. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND CCN SELECT MATERIALS TO 98% OF ASTM D 898. Q I 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 98% OF ASTM 0 698. Q O 3.EXECUTION 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. J 3.1 CLEARING 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 100% OF ASTM D 698. COMPACT FILL. BACKFILL, AND SELECT MATERIALS TO 11.1 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO �1 3.1.1 REMOVE FROM THE SITE TREES, STUMPS. ROOTS, BRUSH. SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES DEVELOP A CAUFORNIA BEARING RATIO (CBR) OF 10. NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN 'CONSTRUCTION LIMITS/UNITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. LIUG 3.1.3 UNDISTURBED STUMPS AND ROOTS. A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND VAR Z TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 8 INCHES ABOVE ORIGINAL GRADE. ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 0 O a 3.2 GRUBBING 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS E PROJECT. 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, B ., CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL,AND ANY AREA TO RECEIVE CONTROL FILL. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. ( P) f 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS Y2-INCH DIAMETER AND LARGER. ORGANIC MATERIAL, AND DEBRIS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE v I CHANGE AND AS REQUESTED BY WW ASSOCIATES. o 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP UNES OF TREES THAT ARE TO REMAIN. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 A 3.4 CONSTRUCTION/CLEARING UNITS GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM 0 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM 0 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION UNITS; 3.4.2 NO CLEAR-CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION UNITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAXING THE SMALLEST TREES ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM 0 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS ,LTA Op FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY UNE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. APPUCABLE. AL.0 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED Orrifi �O �/ I. LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS. EVERY 500 SQUARE FOR ,Yip3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATIONTIMES. (MINIMUM ONE TEST PER PIPE UNE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. '3.7 SURFACE PREPARATION 5 OJAAL 9`r��: 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE J'g/OVAL E�0 EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. GEOTECHNICAL REPORT BY ECS, LLC. TITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ADDENDUM,ALBEMARLE PLACE. CHARLOTTESVLLE, VIRGINLA, AND DATED MAY 8, 2009. THIS REPORT IS AN ADDENDUM AND REFERENCES THE FOLLOWING REPORTS: 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL,VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL. STATE, AND LOCAL REGULATIONS. SCHNABEL ENGINEERING SOUTH. LLC. SEPTEMBER 27, 2000. GEOTECHNICAL ENGINEERING STUDY, RETAIL DEVELOPMENT, SEMINOLE TRAIL AND sheet title: HYDRAUUC ROAD,ALBEMARLE COUNTY,VIRGINIA. 3.8 PROTECTIONS GEOTECHNICAL SCHNABEL ENGINEERING SOUTH LLC,APRIL 22, 2004. GEOTECHNICAL ENGINEERING STUDY,ALBEMARLE PLACE TOWN CENTER PHASE I, SEMINOLE ENGINEERING 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS 'SAFETY AND HEALTH REQUIREMENTS TRAIL AND HYDRAULIC ROAD. ALBEMARLE COUNTY, VIRGINIA. MANUAL," EM-385-1-1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. I SCHNABEL ENGINEERING SOUTH LLC, OCTOBER 26, 2006. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE POWER CENTER, SEMINOLE TRAIL NOTES 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. AND HYDRAULIC ROAD,ALBEMARLE COUNTY, VIRGINIA. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY SCHNABEL ENGINEERING SOUTH LLC, APRIL 2, 2008. GEOTECHNICAL RECOMMENDATIONS,ALBEMARLE PLACE, SEMINOLE TRAIL AND HYDRAULIC ROAD, sheet DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION ALBEMARLE COUNTY, VIRGINIA. a° AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 9 REVISIONS 4 OF 19 '3 a Description Date 9 I ARE FINAL SITE PLAN 5/6/2019 sole: i a i =zo NOTE: THE ABOVE-REFERENCED NOTES ARE FROM THE APPROVED BLOCK D2 SITE PLAN,SDP 2014-00070,AND IS SHOWN FOR INFORMATION ONLY. date: 3/4/2019 AI 427vL 02019-30 SCALE,LLC ALBEMARLE PLACE WAIVERS,AGREEMENTS AND CLARIFICATIONS GENERAL CONSTRUCTION NOTES FOR SITE PLANS SITE PLAN NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,NCLUDING CONNECTION TO ANY 1. EXISTING MANHOLE FRAMES AND COVERS,VALVE BOXES AND COVERS,HAND HOLES,PEDESTALS. ADOPTED BYTHE COUNTY OF ALBEMARLE ON OECEMBER,2003 APPROVED BY THE BOARD OF SUPERVISORS OF ALBEMARLE ON SEPTEMBER EXISTING ROAD,A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION(VDOT). ETC.THAT ARE TO RERAN,SHALL BE ADJUSTED OR RECONSTRUCTED,AS NECESSARY,TO MATCH \O AS PART OF ZMA/01-07 AND AMENDED ON AUGUST 4,2010 AS PART OF NA/08-003. 11,2013 THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT.WHERE ANY FINISHED GRADES AT NO ADDITIONAL COST FROM DIE BASE BID. DISCREPANCIES OCCUR,THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ACCESSIBLE PARKING SPACES AND ROUTES SHALL COMPLY WITH 1FE 2010 ADA STANDARDS FOR / WAIVERS TO THE ZONING ORDINANCE CHAPTER-VI VARIATIONS GRANTED TO ALLOW FOR FOLLOWING. 2. ALL PAVING,DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT ACCESSIBLE DESIGN DATED 15 SEPTEMBER 2010,OR THE LATEST EDITION F AVAILABLE. THE 1` UNDER THE AUTHORITYGRANTED IN SECTION 8.2,THE BOARD OF SUPERVISORS HAS WAIVED,VARIED SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. PAVEMENT SLOPE WITHIN AN ADA ACCESSIBLE PARKNG SPACE SHALL NOT EXCEED A MAXIMUM OF OR ACCEPTED SUBSTITUTIONS TO TIE FOLLOWING SECTIONS: 1.THE BELOW LISTED ELEMENTS,A THROUGH D, THAT VARY FROM THE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED 2.0%N ANY DIRECTION. NA APPUCATON PLAN. EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,GRADING OR OTHER 3. AN ACCESSIBLE ROUTE MAY NOT EXCEED A MAXIMUM RUNNNG SLOPE OF 5X UNLESS A RAMP 4.23 LOCATOR OF STRUCTURES AND IMPROVEMENTS: A THE MODIFICATION OF THE BLOCK F AND BLOCK G BOUNDARIES. CONSTRUCTION. COMPLYING WITH ADA STANDARDS IS PROVIDED. 'T THE REQUIREMENTS OF SECTION 4.2.3 ARE WAIVED,CONDITIONAL UPON APPROVAL OF AN EROSION 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,SEEDED AND MULCHED. 4. PAVEMENT REPAIR IN EXISTING STREETS SHALL BE PERFORMED N ACCORDANCE WITH VDOT AND AND SEDIMENT CONTROL FERMI THAT MEETS THE REQUIREMENTS Of SECTION 8.5.5.4(0). B. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL: VERTICAL).WHERE REASONABLY OBTAINABLE,LESSER ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. THE LOCATION OF THE NORTH-SOUTH ALIGNMENT AND THE SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. ALL PIPES SHOWN AS HIGH-DENSITY POLYETHYLENE PIPE(HOPE)SHALL CONFORM TO AASHTO owner: 4.3 fo&bl TREE CUTTING: GEOMETRY OF DISTRICT AVENUE THROUGH BLOCK F AND BLOCK G 6. PAVED,RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE M294(TYPE S)SMOOTH WALL NTERICR PIPE. MATERIALS AND INSTALLATION SHALL BE IN THE CHRISTOPHER COMPANIES THE REQUIREMENTS OF SECTION 4.3(o&0)ARE WAIVED,CONDITIONAL UPON APPROVAL OF AN OF THE PROJECT. ALBEMARLE COUNTY DIRECTOR OF ENGINEERING,OR THE DIRECTOR'S DESIGNEE,IT IS DEEMED NECESSARY IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 10461 WHITE GRANITE DRIVE EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). ORDER TO STABIUZE A DRAINAGE CHANNEL. 6. STREET SIGNS SHALL BE INSTALLED BASED ON THE EXISTING SIGN CCNFIGURATION ON THE OAKTON VA 22124 C.THE RELOCATION OF THE TWO(2)'FUTURE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO 11E LATEST EDITION OF THE MANUAL FOR UNIFORM TRAFFIC COMPLETED PORTION OF THE STONEFELD DEVELOPMENT 4.6.1 FRONTAGE AND LOT WITH MEASUREMENTS: EXTENSION"CONNECTIONS POINTS TO THE NORTH AND THE CONTROL DEVICES(HUTCO). THE CURRENT EDITIONS AS OF It DATE OF THIS PLAN SET ARE MUTCD,2009 engineer: 4.6.2 LOTS.DETERMINATION OF LOT FRONT: ONE(1)'FUTURE EXTENSION'CONNECTION POINT TO THE SOUTH. EDITION,INCORPORATING REVISIONS 1 AND 2,DATED MAY 2012,AND THE VRGNIA SUPPLEMENT TO THE MUTCD, CONTRACTOR COORDINATION NOTES t 30 SCALE,LLC 46.6 LOT ACCESS REDUREMENTS' 2011 EDITION,INCLUDING REVISION 1 DATED 30 SEPTEMBER 2013. B71 JUSTIN DRIVE THE REQUIREMENTS OF SECTIONS 4.6.1,4.6.2&4.6.6 ARE WAIVED UNDER THE FOLLOWING D.THE BUILDING LOCATION,ORIENTATION,AND ALLOCATION OF 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE-CLASS II AND PALMYRA,VA 22963 CONDITIONS: SQUARE FOOTAGE FOR THE FACNJTY TO BE LOCATED ON BLOC(F. CONFORM TO ASTM C-76. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINNG ALL NECESSARY PERMITS FOR p:434.242.2866 9. ALL EXCAVATION FOR UNDERGROUND PIPE NSTALLATON MUST COMPLY MTH OSHA STANDARDS FOR THE CONSTRUCTION. e:mike9l30scale.com 1.)ACCESS WILL BE MAINTAINED TO THE NDINDUAL LOTS THROUGH ONE OF THE 2.THE MODIFICATION OF THE LOCATION OF NE PLAZA AREA AND CONSTRUCTION INDUSTRY(29 CFR PART 1926). 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION,THE CONTRACTOR SHALL VERIFY ALL PLAN web:www.30sca1e.com FOLLOWING OPTIONS: EUMNATON OF THE'CAFE"(AS SUCH ARE DEPICTED WITHIN BLOCK F DIMENSIONS,EXISTING UTILITY SIZES AND LOCATION,EXISTING TOPOGRAPHY AND OTHER SITE ON THE ZMA APPLICATION PLAN). IN LEU OF SUCH IMPROVEMENTS, CONDITIONS ARE IN CONFORMANCE WITH THE PLANS. F ANY DISCREPANCIES ARE FOUND,DE A.) LOTS MUST FRONT A PUBLIC STREET AND BE SERVED WITH DIRECT ACCESS TO A APPLICANT PROPOSES TO CONSTRUCT ENHANCED PEDESTRIAN GENERAL CONSTRUCTION NOTES FOR STREETS CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND ENGINEER TO DETERMINE THE COURSE PUBLIC STREET,O3 CORRIDOR. OF ACTION TO ADDRESS THE DISCREPANCY, THE CONTRACTOR WILL BE CONSIDERED TO HAVE 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. PROCEEDED AT THEIR OWN RISK AND EXPENSE IF THEY DO NOT NOTIFY THE OWNER AND ENGINEER ER B.) LOTS MUST FRONT A PRIVATE STREET AND BE SERVED WITH DIRECT ACCESS TO A THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT(2965832)48 HOURS IN TO SECURE GUIDANCE ON A CORRECTIVE ACTION. 9: PRIVATE STREET,WHICH IS BUILT TO THE STANDARDS SET FORTH IN THE ADVANCE OF THE START OF CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDNATE ALL YDRK MTNN EXISTING EASEMENTS WITH THE OWNING NOTE: A ZONING MAP AMENDMENT REQUEST WAS SUBMITTED TO THE UTILITY COMPANY A MINIMUM OF 30 DAYS PRIOR TO BEGINNING WORK IN TIE EASEMENT.AND 30 SUBDIVISION ORDNANCE: PROVIDED THAT ANY SUCH STANDARDS MAY BE WAIVED 2. UPON COMPLETION Of FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE,TINE CONTRACTOR SHALL DAYS PRIOR TO BEGINNING OF SITEWORK IF ADDITIONAL LEAD TIME WILL BE REWIRED. COUNTY OF ALBNARLE ON JUNE 14,2013. THIS REQUEST IS TOA OR MODIFIED AS EXPfESSLYPROVIDED IN THE SUBDIVISION ORDINANCE.(NOTE: HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL.THREE(3)CORES OF THE TEST RESULTS SHALL BE l V AMEND NA 2011-00007 THROUGH THE MODIFICATION OF 1ME HAVE CONTRACTOR TO ENSURE THAT THE GUIDELINES AND CONSTRUCTION STANDARDS OF THE OWNING CI AN EASEMENT SHALL BE REQUIRED TO ALLOW THE GENERAL PUBLIC THE USE OF SUBMITTED TO THE COUNTY.IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE,A REVISED OF DEVELOPMENT'TO ALLOW FOR AN ANCLLARY FUELING FACILITYUOJTY COMPANY HAVE BEEN MET. THE PRIVATE STREETS AS A RIGHT-OF-WAY). PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH 7FE TEST RESULTS FOR "' WITH CANOPY. APPROVAL. 4. CONTRACTOR IS TO ENSURE THAT ALL UTILITIES,INCLUDING WATER,SEWER,STORM,UNDERDRAINS, J a 2.) WHERE PARKING FOR A LOT IS NOT ON-SITE OR ORECTLYADJACENT TO THE LOT ON 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBUC RIGHT-OF-WAY OR WITHIN GAS,ELECTRIC,TELEPHONE,CABLE,AND ANY OTHER QUASI-PUBUC UTIUTIES ARE IN PLACE PRIOR S A PUBLIC OR PRIVATE STREET(IL,A PARKING GARAGE),THE OWNERS OF THE LOTS EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY.ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO CONSTRUCTION D SUBBASE AND/OR PAV1M. `B TO A BOUNDARY LANE OR A NATURAL WATERCOURSE. 5. CONTRACTOR TO PROVIDE A MINIMUM 5-FOOT HORIZONTAL SEPARATION FROM WATERMAINS AND et WERE PARKING IS PROVDED N A GARAGE SHALL HAVE PERPETUAL ACCESS TO TIE 4. GUARDRAIL LOCATIONS ARE APPROXIMATE.EXACT LENGTH,LOCATION AND APPROPRIATE END TREATMENTS WILL SANITARY SEVER MAINS WHEN INSTALLING PROPOSED UNDERGROUND DRY UTIJTES,INCLUDING PARKING GARAGES AS WELL AS A PERPETUAL RIGHT TO PARK CARS IN THE GARAGE, NOTE:THERE ARE NO PROPOSED CHANGES TO THE BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION.ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS ELECTRIC.TELEPHONE,CABLE AND GAS. THE RIGHTS DESCRIBED HEREIN SHALL RUN WITH THE LAND.THE DEED,DECLARATION BLOCK AREAS PROPOSED WITH THIS MAJOR SITE NOT SHOWN WHEN,W THE OPINION OF THE COUNTY ENGINEER,OR DESIGNEE,IT IS DEEMED NECESSARY.WHEN 6. THE CONTRACTOR SHALL BE AWARE AND IN POSSESSION OF ANY LETTERS OF PERMISSION FOR OR OTHER DOCUMENT ESTABLISHING THE RIGHTS DESCRIBED HEREIN SHALL BE �-- SUBJECT TO REVIEW AND APPROVAL BY THE COUNTYATTORNEY. PLAN AMENDMENT GUARDRAIL IS REQUIRED.IT SHALL BE INSTALLED FOUR(4)FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE OFFSITE CONSTRUCTION ASSOCIATED WITH THE PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE z FACE OF GUARDRAIL,AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN(7)FEET, FOR COORDINATING THE MEANS AND METHODS OF CONSTRUCTION WORK WITH THE OWNER AND THE W 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED,ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO OFFSITE PROPERTY OWNER. 3.) ALL STREETS AND ACCESS WAYS DESCRIBED ABOVE SHALL BE REQUIRED TO BE 7. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ALL EXISTING UTILITIES THAT ARE IN BONDED AS PART Of THE SITE PLAN OR SUBDIVISION PLAT. \DOT CG-9(A,B OR C), CONFLICT WITH THE WORK,INCLUDING EXISTING UTIUTY POLES AND GUY WIRES. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED,ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO 8. CONTRACTOR TO PROVIDE CERTIFIED SHOP DRAWINGS FOR ENGINEER REVIEW AND APPROVAL FOR z ` V 1 cr O 46 3 LOTS YARDS ADJACENT TO STREET. VDOT STANDARD PE-1. SITE INFRASTRUCTURE PRIOR TO ORDERING STRUCTURES. ORDERING STRUCTURES PRIOR TO 46.4 REAR YARDS ON INTERIOR STREETS 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH,SHOULDER WIDTH AND DITCH SECTIONS,AS SHOWN ON THE ENGINEER REVIEW AND APPROVAL SHALL BE DONE AT THE RISK OF THE CONTRACTOR. Q l� s--H 4,6.5 SIDE YARDS ON LOTS' TYPICAL PAVEMENT SECTION DETAIL,SHALL BE STRICTLY ADHERED TO. 0: THE REQUIREMENTS OF SECTIONS 4.6.3,4.6.4&4.6.5 ARE WAIVED AND REPLACED WITH THE B. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION.SHOULD THE 9. CONTRACTOR SHALL VISUALLY INSPECTNEEDED, EDEDRETE FORMS PRIOR TO PLACEMENTGINEEOF PRIOR CONCRETE. IN G BUILD-TO LINE STANDARDS ESTABUSHED IN THE CODE OF DEVELOPMENT. FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION,THEN APPROVAL OF THESE PLANS THE EVENT THAT ADJUSTMENTS FOR FIELD ARE VEE AND CONTRACTOR TO NOTIFY ENGINEER TO Q 0 CI PULING OF CONCRETE FOR RENEW AGREEMENT ON ANY FIELD REVISION THAT MAY BE SHALL BE NULL AND VOID. REO 4 7 OPEN SPACE 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VRGMA MANUAL FOR UNIFORM TRAFFIC THE OINEER TO PROVIDE REASONABLE AND TIMELY RESPONSE TO ALL INQUIRIES MADE BY Z ( ) I THE CONTRACTOR, v THE REQUIREMENTS OF SECTION 4.7 ARE WAIVED AND REPLACED WITH AMENITIES AND IMPORTANT CONTROI.DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND5 z 10. THE CONTRACTOR INT SHALLINGBE RESPONSIBLETED S ALL TRAFFIC IDETTS DURING CONSTRUCTION, FEATURES BY BLOC(THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. MANUAL. TOIWHHOU MAINTAINING SING UNOBSTRUCTED ACCESS FOR THE RESIDENTS Of TIE PHASE 1 d 0 A-I Q 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER TOYHNFHOUSE$AT STONEFIELD AT ALL TIMES WRING CONSTRUCTION. LLJ c-H 4 11 1 COVERED PORCHES BALCONIES CHIMNEYS AND LIKE FEATURES. WHEN,IN THE OPINION OF THE COUNTY ENGINEER,OR DESIGNEE,THEY ARE DEEMED NECESSARY IN ORDER TO 11. ALL DAMAGED EXISTING CURB,GUTTER,AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE 1-- fZ lD THE REQUIREMENTS OF SECTION 4.11.1 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: PROVIDE SAFE AND CONVENIENT ACCESS OF COMPLETED IMPROVEMENTS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED,OR AS In DETERMINED BY TOOT FOR PUBUC ROADS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER IMMEDIATELY IF UNKNOWN C N 1.) THE DIRECTOR OF PLANNING AND COMMUNITYDEVELOPMENT MAYAPPROVE VARIATIONS 12. TOOT STANDARD CD-1 OR CD-2 CROSS-DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT UTNJTIES THAT IMPACT THE CONSTRUCTION ARE DISCOVERED, CC H EN FROM THE REQUIREMENTS OF SECTION 4.11.1 USING THE CRITERIA SET FORTH INALL CUT AND FILL TRANSITIONS AND GRADE SAG PUNTS AS SHOWN ON NE ROAD PROFLES. 13. CONTRACTOR SHALL COMPLY MTH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY 0 I SECTION 8.5.5.3(c),IF THE APPLICANT FOLLOWS THE PROCEDURES ESTABUSHED IN ALBEMARLE COUNTY CODE. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED 14, CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE SECTION 8.5.5.3(b). INACCESSIBLE TO WOW OR COUNTY INSPECTIONS.THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE 2 CZ ARMY CORPS OF ENGINEERS AND/OR THE VIRGINIA DEQ. WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 15. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO AN EQUAL OR BETTER CONDITION THAN 4.15,5(a)SIGNS AUTHORIZED BY SPECIAL USE PERMIT' EXISTED BEFORE CONSTRUCTION. J THE REQUIREMENT OF SECTION 4.15.5(o)OF A SPECIAL USE PERMIT FOR OFF-SITE SIGNS GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 10. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS FOLLOWING COMPLETION OF CONSTRUCTION W IS WAIVED.OFF-SITE SIGNS WILL BE ALLOWED BY-RIGHT. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION SURROUNDING IMMEDIATELY REMOVE CONSTRUCTION DEBRIS AND MUD THAT HAS BEEN TRACKED ON TO THE CONFERENCE,ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY,AND ONE WEEK PRIOR CONTACT R SHALL PROPERTIES.LA .. 415.11 REGULATIONS APPLICABLE IN THE PUD DCO.AND NMD ZONING OISTRICT$L TO THE FINAL INSPECTION. 17. CONTACTOR BE LIABLE FOR REPAIR OF ANY DAMAGES ON PUBUC OR PRIVATE PROPERTY 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO CAUSED BY HIS CONSTRUCTION ACTIVITY,INCLUDING CURBS,GUTTER PAN,ASPHALT AND CONCRETE I r r 1.)THE REQURENENT d SECTION 4.15.11 FOR SIGNS ARE WAIVED AND REPLACED WITHPAVEMENT. �LJ MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE SIGN REGULATIONS IN SECTION 4.15.13 HIGHWAYCC8NERCIAL(MC),PLANNED 18. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF LANDSCAPE MATERIALS PRIOR TO _ VIRGINIA REGULATIONS AR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS, DEVELOPMENT SHOP SHOPPING CENTER(PDSC)AND PLANNED DEVELOPMENT MIXED 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN PLANTING AND PROVIDE ALONE-YEAR GUARANTEE ON ALL VEGETATION. z o COMMERCIAL(POMC). CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL CH 2.)TIE REQUREMENT OF SECTION 4.15.11 FOR A MAXIMUM HEIGHT OF WALL SIGNAGE OF TIMES. STORMWATER MANAGEMENT NOTES H 30 FEET HAS BEEN CONDITIONALLYREPLACED MTH A MAXIMUM SIGNAGE HOGHT OF 58 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS G FEET. THE CONDITION IS THAT ANYSIGN OVER 30 FEET SHALL BE SUBJECT TO ARB (INCLUDING,BUT NOT LIMITED TO,OFF-SITE BORROW OR WASTE AREAS,THE CONTRACTOR SHALL SUBMIT A 1. THE STONEFIELD STORMWATER DEVELOPMENT IS MANAGEMENTGRAN PROGRAM FROM THE TECHNICAL CRITERIA PART IB OF a APPROVAL. SUPPLEMENTARY EROSION CONTROL PLAT TO THE OWNER FOR REVIEW AND APPROVAL BY TOE PLAN APPROVING THE VIRGINIAENT IS HEPROGRAM(VSMP)REGULATION PER 9VAC25-870-48. f AUTHORITY. THE DEVELOPMENT IS SUBJECT TO THE TECHNICAL CRITERIA PART IC OF THE VSMP REGULATION k 1,16 RECREATION REWJ ATIONS: 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES PER LAT AND93 ET SEQ. 9. THE REQUIREMENTS OF SECTION 4.16 ARE MODIFIED AND REPLACED WIN THE AMEMTIES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 2. CALCULATIONS AND DETAILS FOR THE AL DOWNSTREAM UNDERGROUND DETENTION SYSTEM HAVE BEEN 9. AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND PROVIDED WIN WPO 2010-0023,ENTITLED,ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN DEVELOPMENT. DISTURBING ACTIVITIES AND OUTING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. AM3. THE IMPERVIOUSENT 4AREA N BLOCL 02 HAS DECREASED WITH THIS MAJOR SITE PLAN AMENDMENT,SO 8. DURING DEWATERNG OPERATIONS,WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. THERE ARE NO ADDITIONAL WATER WAUTY OR QUANTITY REOUIRENENTS ABOVE WHAT IS 5116(n&el SWIMMING f,OF&TERMS CUBS 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH APPROVED ON WPO 2014-00096,ENTITLED,STONEFIELD-BLOCK 02-VSMP AMENDMENT. REFER THE REQUIREMENTS OF SECTION 5.1.16(o&e)ARE WAIVED AND REPLACED WITH THE RUNOFFPRODUCING RAINFALL EVENT.ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS TO VSMP PROJECT NARRATIVE FOR MORE DETAILED INFORMATION. AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 4. STORMFLTER AND VORTECHS UNITS HAVE BEEN CONSTRUCTED DOWNSTREAM FOR WATER QUALITY .,LZH Op DEVELOPMENT. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED,DESIGNATED BORROW AREA. d�. AND PROVIDE A 60X POLLUTANT REMOVAL RATE IN 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT pl' o 51.21 DWELLING IN COMMERCIAL AND INDUSTRIAL DISTRICTS: MATERIALS ONLY,FREE OF ROOTS,STUMPS,WOOD,RUBBISH,AND OTHER DEBRIS. 5. PROPOSED FILTERRA UNITSE SHOWN FOR SUPPLEMENTAL WATER QUALITY PROVIDE A 74X -r THE REQUIREMENTS OF SECTION 5.1.21 ARE WAIVED. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE POLLUTANT REMOVAL RATE IN ACCORDANCE WITH MINIMUM STANDARD 3.IIC OF THE VIRGINIA o �� ?' SECTION 5.1.2& STORMWATER MANAGEMENT HANDBOOK,TECHNICAL BULLETIN/6,DATED 11/1/2002. ��►�✓ P' 51.24 SUBORDINATE RETAIL SALES 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLANCE WITH SECTION 13-301 OF THE CODE OF THE REQUIREMENTS OF SECTION 5,1.24 ARE WAIVED AND REPLACED WITH THE USES AND ALBEMARLE. GEOTECHNICAL ENGINEERING REPORT /5/6/2019 ems' STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 14. BORROW,FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE MN THESE PLANS AND SPECIFICATIONS AND f S'' 32,4,1 PRELIMINARY CONFERENCE WITH STAFF. HOURSBORROW, 7:OOR TO 9:OOPM. W ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY ECS,LTD,DATED MAY 8, S'F70NAL ENO 15. UP FILL OR WASTE ACTIVITYE ANYLL BE CONDUCTEDO IN A SAFE AL DAMAGE THAN CINS LATERAL THE REQUIREMENTS OF SECTION 32.4.1 ARE WAIVED. SUPPORT,OR ORDER TO MINIMIZE HAZARD TO PERSONS,PHYSICAL TO ADJACENT LAND AND 2009,WHICH INCLUDES REFERENCE TO FOUR GEOTECHNICAL ENONEERNG SEWRS PERFORMED BY IMPROVEMENTS,AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES,SINKING,OR COLLAPSE. SCHNABEL ENGINEERING SOUTH,LLC FOR THE STONEFIELD DEVELOPMENT. THE EARTHWORK 32.72.8 SIDEWALKS: 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL,MAINTAIN,REMOVE OR CONVERT TO PERMANENT REQUIREMENTS ARE INCLUDED AS PART OF THIS PLAN SET. 111 THE REQUIREMENTS OF SECTION 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND STORMWATER MANAGEMENT FACILITIES WHERE APPUCABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS sheet title: STANDARDS ESTABUSHED IN THE CODE OF DEVELOPMENT. PLAN REGARDLESS OF THE SALE OF ANY LOT,LIT,BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE,AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS CONSTRUCTION ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON DECEMBER 29,2010 TOAND CEREAL CONSIST WINTERF GER RYAN,OR MIOR NT. STRAWCH MID APRIL TO H IS TO APPUEDTOF AT BOLES%E,OR MAY THROUGH ALTERNATIVES ARE AUGUST NOTES DETERMINATIONS ON THE APPLICATION O THE 70NING ORDINANCE.CHAPTER 18: SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. . UNDER THE AUTHORITY GRANTED THE ZONING ADMINISTRATOR THE FOLLOWING SUBSTITUTIONS 18. PERMANENT STABILIZATION SHALL BE UNE AND FERTILIZER,PERMANENT SEEDING,AND MULCH. AGRICULTURAL g1 HAVE BEEN ACCEPTED: GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF,INCORPORATED INTO THE TOP 4-6 INCHES OF SOL. 3 FERTIUZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT L 412.6 REQUIREMENT FOR MINIMUM NUMBER OF PARKING SPACES SEEDING SHALL BE APPLIED AT 180LB5/ACRE AND CONSIST OF 95%KENTUCKY 31 OR TALL FESCUE AND 0-5X IT HAS BEEN DETERMINED THAT NE THEATER PARKING MAY BE CALCULATED AS PART OF THE SHOPPING CENTER PARKING CALCULATION INSTEAD OF USING THE SEPARATE THEATER PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT B0LBS/100SF. PARKING REQUIREMENTS SPECIFIED IN SECTION 4.12.6. THIS DETERMINATION IS BASED ON ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. NE CURRENT LOCATION OF THE CINEMA WITHIN THE MIXED USE TOWN CENTER AREA, 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE CR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN REVISIONS 5 OF 19 r SOX OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN 4 NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL DesaiptlOn DateNOTE:THE ABOVE REFERENCED LIST OF WAIVERS,AGREEMENTS AND SITE STABILIZATION,WHEN MEASURES ARE NO LONGER NEEDED,SUBJECT TO APPROVAL BY THE COUNTY 1 ARB FINAL SITE PLAN 5/6/2019 8 CLARIFICATIONS ARE FROM THE APPROVED BLOCK D2 SITE PLAN, SDP EROSION CONTROL INSPECTOR. -20 2014-00070, AND ARE SHOWN FOR INFORMATION ONLY. 3/4/2019 1c 0.2019.30 SCALE,LLC CURVE TABLE \ IMP Fw 4IN B-4 / j I I I I I I 1 1 I I I I \ I ( r N/F BENJAMIN B. AND 'MP`K'-i2)A I I 1 I I UNDA 2813,G \ CURVE/ LENGTH RADIUS DELTA CHORD CHORD BEARING \ H.V. TINSLEY WHITE 47iF4C I I I•WESiFffL 1 I / D.R.283,PG aa5 I `mil \ D.B. 411, PG. 197 r _ _ DRBR0,PG595PLAT I I 1 1 I OBDB��'425-6PlAi I I S Cl 59.15' 1112.92' 003'02'42' 59.14' S17'S2'St'E / I I I I I �� \ / _ _ ZONFDC7 I 1 1 PC'732 PLAT I C2 140.18' 1105.92' 00715'I5' 140.09' S3B•47'SB'E \ / / ' SE COMMERCfAt I I I I 1 I I OR 7pq�6R9 PLAT I J �- — _ _ _ — _ I I I 20NEDRE tpOFgN p R15 I 1 i I C3 92.37' 226.50' 02372'01' 91.73' S23'10'12'W / /C4 47.02' 178.50' 015'05'39" 46.89' N19'32'011c7-_--- -L / I 1 I I IIIICS 2203' 119.50' 010'33'S0' 22.00' N32'21'46•E TMP 61K-9-1 _ / 1 I I I 1 I \ N/F RAYMOND C. OR AMY HAWKINS DOSS ^) ��37F 41=7 a= 1 1 C6 18.34' 24.50' 042'S3'21• 17.91' N59.OS'22'E \\\ D.B. 754, PG. 413 / r_ _ g 1 1 1 I 1 I 1 i weer. `T "'t Y 1 o THE CH RISTOPNER COMPANIES T S '� 1 I I LWHITE GRANITE DRIVE I J C2 12 1} n I I N VA 22124 LINE TABLE 6e\ III1I : CANE/ LTEAPoNG LENGTH `` � �� N ' JLE,LLC I556.45'a2.9TE 5871'Ll N5810'32W 1443' 27-i 16+001+00 15+00O STIN DRIVE I KOBER��� -I +00RA,VA22%3 L2 N49'01'12W 79.09' IYA17+117 -I , _ 242.2866 1S -I M e30ale.com LS 528'23'1TW 45.35' / I 14+00 � _ 73J1, ww.3oscae.com // \ '� 85 L�� N35'Ztg12.9T9p02' �� _ �i! _ I I S L4 542'35'36eW 43.64' \ v PHASE ONE 96 0 7*o II L5 535'21'13•W 23.00' SC J AREA=2.B3 AC. Q. ! s L6 s2710'I8•w 38.69' O - - -__- _ _-_ o PHASE LINE PHASE TWO [.- , TMP 61K-5-1A O:Q e l ¢< 87 q) N/F JAMES L.AND MARINE F. 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'� •i� STOP SNG4- '.‘ "..1" FINAL VillP "7� ❑ peel-pc. t/`,• a X 3 m;R ss/ LOT'T 7V'6 W-3-2i i :,2 I -04 ` I` I` I u 1 Vw I BIZ =GPL�EASEMor �� 'UP �� i1 �1 b GRADING PLAN a /} �$ O .. - - MAC=AR AVE STOVT E_D LLC . •y .P.dl35 PC 2�3 7CNED VWC - PARCEL: o °ARC' 1`-' • T7• DR4135 PG 2Ch PLAT Z MP 61R. ~ 08'165<G 3C1 LX VUBLC Na 61W-3-19A I IRE il 3-"SA �7 — . — . I I DR 1136 PG 216(aAT) I . LPtAVA3E EASEMFNI J OCT STONEFlELD PIi?ETIY OWv?L_;; '�:X•S CNTFIFROERY I rTl i))[?aIEx20SwlHIA5IVEVT I PA-LIi — shed. II 1 1 . r I I I al GRADING PLAN SEE PLAN FOR WIDTH REVISIONS 9 OF 19 e4.12"E.W. 4,000 HC PSI OR6Ti ' 3000 PSI CONCRETE' 4" ••SUBGRADE SHALL BE - F A _ 8� - COMPACTED TO MINIMUM 95% - 8 21-A STONE 4"MIN. DENSITY AT OPTIMUM MOISTURE 21-A STONE • 8"MIN. /f_ N Description Date CONTENT IN ACCORDANCE WITH 1 ARE FINAL SITE PLAN 5/6/2019 scale: V , COMPACTED SUBGRADE•• AASHTO T99. COMPACTED SUBGRADE•• Zn=20' 0 20 4D, EO CONCRETE SIDEWALK TYPICAL SECTION DUMPSTER PAD TYPICAL SECTION SCALE: t'.lO date: ` NTS 3/4/2019 /' ; ©2019 30 SCALE,LLC 4 14.0' 9.0 3AS _ SA' 5.0' _ '� ONE-WAY TRAGONO LANE W/ PARALLEL PARKINGKING GRASS CONC S/W TO BID. I;. 60.0'(WIDTH VARIES-SEE PLAN F00.PARKING AND DIMENSIONS) PARALLEL PARKING ON ONE SIDE SPACE STRIP S` I _2.0' 16.0 24.0' 18.0' CZ::)12.0 I F� / PARKING IN LOCATIONS TWO-WAY TRAVEL AISLE PARKING IN LOCATIONS -� EX.CG- EX,FCTO FC T\ •j _/ SHOWN ON SHOWN ON PLAN 'q \ '2'PARKING ` (TO REMNN) EX CG-2 8 OVERHANG � FX 4'CONC.S/W (TO BE REMOVED) �_, 9.0 +- PROP.VDO7 STD. NEW PAVING WIDTH I ' 1t_�O _ 2% CG2 SLOPE VARIES FROM PROP.VROT \ • 20% I • \ �" I 2%-4%MAX. STD.CG-6 1 II •SEE PLAN FOR LOCATIONS owner: ES.PAVEMENT 1.5'SM-9.5A SURFACE PROP.VDOT STD. THE CHRISTOPHER COMPANIES 1,5"SM-9.SA SURFACE MILL E%.PAVEMENT AND OVERLAP ASPHALT CONCRETE CG-6 3"BM-25.O BASE ASPHALT ASPHALT CONCRETE 10461 WHITE GRANITE DRIVE SURFACE COURSE BY 1.0 3"BM-25.0 BASE ASPHALT I r 21-8 UNTREATED CONCRETE CMKTON VA 22124 CONCRETE AGGREGATE SUBBASE OVER 8"21-B UNTREATED 8 E - COMPACTED SUBGRADE engineer: �_ 30 SCALE,LLC AGGREGATE SUBBASE OVER +I 6711U5TIN DRIVE COMPACTEDSUBGPADE J KOBER WAY TYPICAL ROAD SECTION PALMYRA,VA 22%3 NTS p:434.242.2666 CASH ALLEY TYPICAL ROAD SECTION 6.�1I e:mike030scak.com NTS I PARKING DECK •may PHASE LINE I web:www.30scale.com PC=11�555� to 88 - .NDsaau PHASE ONE 1 1 . I I �/ R � I O 1 I- ti�4�� in _; L9 4r II--__. `PHASE LINE---\ .c$1 >1' A ., I -- '�.��. _ ^ o cia g !IL.1-.. • t_ o CASH ALLEY] n a V/ I �� *� K R T3 ____- /�- + fi .�*+ ±t' _ sa Z OBF }pp o a > PRIVATE < �j\ "oo N (PRlVA7E) _ +� 4� .\` C 1! u T �x.!/ �. 11 48 • 1 ^ o�_ 14+ a j +00 /\F -. '-0+ I \ il ! _I ; PHASE TVJo �/(j _ _ �^I o V O o, 1 LZ DZ 61 Q • i i F. _ . Pi 0 CASH ALLEY PLAN KOBER WAY PLAN 2 a SCALE 1"=50' SCALE: I'=50' (.2.1 Z N Qo 530 530 540 Q• rl PVI SEA V=504.2 PVI STA==51).6 -- ! z V 3 0 525 PVIEL=1oo4Bx Pv1EL=isv.a6 525 535 Z • TEMPORARY STOCKPILE O Q CD (TO BE REMOVED) . O PVI STA 10+50.00 PVI STA=17+05.00 I� IZ �•+ PVI ELEV-499.96 :___-__- .-_ • PVI P.LPY=412.11 I- CO 2 I 520 _ 520 530 K=a:a K 1os N n� i' L-10 PVI STA=11+EL5.110 • • (HP STA=14+29.54) L 1C N I N PV[ELEV=507.91 ` HP EL=518.15 J CC- h .54 VT K=13,3 • PVI STA=14+25.00 O Q w r; _L-40 PVI ELBV=519.91 u.1 `,^ PVC=10-45.00 -PVT-1+55.00 515 k -1 515 525 K 15:9 PVC.17+D0.00---- N7417+10.00 J a PVC • EL=499.86 PVT EL S00.21 L=1b0 PVC EL=511,92 PVT EL.512.26 i LLJ SS 5� E c PROP.GRADE )0 to ROAD CL 510 510 520 /\ PVI ELEV 6+50.00 G PVI STA=11+4i.00 PVI ELEV=S09.94 qq9=1• PVI PI,RV 5114.71 K=11.9 N K=1R3 �_ L=100 g EX.GRADE L=-0� i 505 1.7 @ROAD CL SOS 515 �- 443• O N S�a� • PROP.GRADE 3dA" i ROAD CL E%.GRADES 500 500 510 ROAD a �i' o 495 495 505 -- fl -,i16+52.891 gLrH OF • S LP EL=510.99 ,4F'' / /, k° /.� ai Y �� , • 490 >g 490 500 ' �ei�i� ' • Pi I g x �5/6/2019 . ry "+ I r <.. ' en SYONAL 0l+ 485 tr - 485 495 . L. `s d L. 3 d8 ;g ^ snee 1 Ie: G3 G PRIVATE STREET `�D, �'mI cvN Q`e d N N:° 1.a PLAN AND o a co • cr, o� M MI-I �� PROFILE O N N a a Ln Ln In �'lH - N Ln N to ,I3 10+00 + 11+00 + + 10+00 + 11+00 + 12+00 + 13+00 + 14+00 + 15+00 + 16+00 + 17+00 + 18+00 CASH ALLEY PROFILE KOBER WAY PROFILE HORIZ.SCALE: 1"=50' HORIZ.SCALE: 1-.50' REVISIONS 1 VERT.SCALE 1"-5' p 50 100 150 VERT.SCALE: 1"-5' 1 O OF 19 11 HOIRZ.SCALE: 1'=50' R Description Date 1 ARB FINAL SITE PLAN 5/6/2019 scale: HORIZ:1"=50' 0 5 10 15 Ease: VERT:1"=5' VERT.SCALE: 1'=5' ♦ 3/4/2019 4,7,77-,t ®2019.30 SCALE,LLC 525 525 �� 0 r 0Wo 8 \/� 535 535 520 -- --- S- - - 520 �` it ; W 8W o a o $ 530 TEST PR NOTE-CONTRACTOR TO DIG TEST 530 515 __ __-_____. o - 2 D _ 515 _____ PR TO VERIFY LOCATION AND DEPIH OF -. .�._. --.- _ ______ _.___ EXISTING WATERMAIN FOR CONNECTION AND TEMPORARY STOCKPILEEiE%.GRADE6 owner, NOTIFY ENGINEER Of ANY DISCREPANCIES. (TO BE REMOVED) u E. 525525510510EX.GRADE 520 520 505 505 :www.30scale.com PROP.GRADE 3.5'MIN. a�a"l S 515 covER 515 500 ���yK' 500 p N o 510 PROP.6"CL 52 DIP WATERMAIN --- ::: ::: T 495 r^� a . v J 505 CONNEc - — 490 Z TO EX.8" ... z W Z ,- z WATERMAIN I _.. 500 @,a — — — — 500 485 d LL g .. M w 485 - d3 0aa aN $s E W N fV 0 i d O&'v of M G I� Q O i z z i - x a zz Q� t N Q Mal — — - - 495 480 - — » z 480 O 495 Z o -Z a a yNr �Qm Q O ZZ z �< 101 11 V 11 W 5 - 6 ! N le E 0 4 -I �,—, O O � � .� I— m 2N vo c S In I F— N 0 �/ g N n y �.N i^N O CC 0+00 + 1+00 + 2+00 + 3+00 10+00 + 11+00 i 0 C) PROPOSED 6" WATERMAIN PROFILE w SANITARY SEWER PROFILE (Si TO S2) 2 W 0 zo fio HCRIZ.SCALE: 1'-20' 14. _ W G 0 5 10 15 November 16,2015 VFRT.SCALE P-5' 5 ACSA GENERAL WATER&SEWER CONDITIONS O 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY - (ACSA)INSPECTORS.THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE Q _ _ - I ( I I 15 I I PROPER ACSA OFFKIAlS AT THE START OF THE WORK. \x 'O� B I1�WA' �_ I 2 NOTNE�CESSARILYSHOWNONTHEPIAANSA DWHERESOHOWNE AROEPONLVD WORK ARE `/' o o = n / !PRIU� APPROXIMATELY CORRECT.THE CONTRACTOR SHALL,ON HIS OWN INITIATIVE,LOCATE I ` ' �� � 7p �- �� J _42 _} _ ALL UNDERGROUND LINES AND STRUCTURES,AS NECESSARY. a 4 - �— 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS,AS ADOPTED BY THE ilrialliki --� � ® ACSA. QPyTH Up -'0 �. —Ella ��—,__■-_ , 0 ` 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. ,O4 !C • —DNA S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY ? �/ Z .O f 18.0' ', /�7- (1-B00-552-7001). O g*IC� > I 429' 29.(l �'.`J 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF(3.5)FEET /o• . ' io r. ♦8 OF COVER MEASURED FROM THE TOP OF PIPE,OVER THE CENTERLINE OF PIPE.THIS G 9F-0, / INCLUDES ALL FIRE HYDRANT LINES,SERVICE LATERALS AND WATER UNES,ETC. 'A �7/6/ZO1.9 �� �_ F 2g� 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE SS/ON Al .NV 8. OF ROADSIDE DITCHES. PARKING DECK DECK RUNOFF TO BE $ (54 PARKING SPACES) ., COLLECTED BY INLET-SEE 9. VALVES ON DEADENS LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR 4 ARCH.PLANS FOR 3 THE VALVE DURING A FUTURE EXTENSION OF THE LINE. sheet title: �,1,9g' 0 q SPECIFICATIONS 21.0' 10. TREES ARE NOT PERMUTED IN THE ACSA EASEMENT. PARKING DECK , 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATION F � REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,2014(SENATE BILL 3874 WHICH SITE PLAN A N D `a 7 -�� AMENDS THE SAFE DRINKING WATER ACT). Oa. a �T +�� +,.� I UTILITY PROFILES 2eZx sheet X I262.0' REVISIONS PARKING DECK SITE PLAN 1. 1 OF 19 SCALE: 1'=2D' 11 Description Date 1 ARB FINAL SITE PLAN 5/6/2019 scale: HORIZ:1"=20' 3 0 20 40 60 date: VERT:1"=5' R SCALE: 1'-20' — 3/4/2019 Iii11 / 21/ i-vr-: , ' 0 2019-30 SCALE,LLC .L; L (7) 23.2 i 2 2A 525 - *m 525 520 D = - G _ i''IC 2'1N 520 520 520 \O $�* mom �t�k 0 20 40 6o P. 2 w S t v If HORIz SCALE: 1"-20' , '^ , • §_ $ TEST PIT NOTE-CONTRACTOR TO 8 a i O. p s $ _ $ D. W rMMInIIMIIMMI 520 - exis SNG S�ANITAkrR SEWER ATII DEPTH or _ 520 515 d 515 515 - -o r 515 0 5 10 15 X-ING AND NOTIFY ENGINEER OF VERT.SCALE: 17-5' ANY DISCREPANCIES. EX.GRADE- RETAINING WALL- - 15 HOPE STORM PIPE TO - SLEEVE THROUGH WALL OWIIer 515 -__.__ PROP.WADE 515 510 FOUMDATIONISEE- 510 510 PROP.GRADE -_____ 510 TXE CHRISTOPXER COMPANIES IX.�� PROP GRADE STRUCTURALRAL PIAPLANS) [ _GRADE SO461 WHITE GRANITE DRIVE --_- __ .- OAKTON VA 22124 510 TF : :t:1430 ' 510 55 STTOPELE866 505 505 -TH FOUL - -- 10475 39.25'-1SFHDPE .� 52J5--=15'HOPE ' S + 500 - - y8.20• 18"HDPE 4 81 22.41'-15"HDPE Q 11.72% STORM SEWER cis d t1- � 500 495 r II i 495 495 - - 495 s STRUCTURE NOTES N i 1, THE INVERTS ACCORDANCE WITH H VDOT STD.IS-1. 495 LL B6 SHAPED IN !�� ~ n ___- - _ ----_ ac",. u n ry o s.. --- ----_._._ . ---__--- ,. - 495 490 -��------ __- - �'«-- -- _'► .- 490 490 ,:,'<� _ 490 _- ry F 2. STEPS IN ACCORDANCE WITH TOOT t'�a O tfE -,P�y1-gg Ob O Ogg O L `1 j 3 STANDARD ST-1 ARE TO BE PROVIDED �hLL t- - 'Oss Itif tg t $_v t• r mWLL WHEN THE DEPTH Of a'_+ '�. a�n 8m ti• q 8m -I Z czC STRUCTURE(H)154.D OR GREATER. m : • g 490 - 1:-g- - 4 490 485 $g:_ - 1 : '5 5 485 485 _ - 485 LLJ iii= ap flii / >>2 T> *o =? 13o ra-Irv.N-12 n E 4 0i1 II 21 -Z 2 ~i II l ZZ Z < <. <rv-- < • <e <• <. � fn� - dN t � � a� (nm � Z N Q Q o 0 DITCH CALCULATIONS Q i m rn z V , p (DITCH Si I 10+00 - 11+00 10+00 - 11+00 + 10+00 • g I z O Q A 1.35AC ABBREVIATIONS: STORM SEWER PROFILE STORM SEWER PROFILE STORM SEWER PROFILE d 1--1 W C 0,45 A=DRAINAGE AREA CO2 N (EX. 27.2 7) (EX. 23.2 2 3 4) (2A 2) 1- W Tc $MIN C=RUNOFF COEFFICIENT V- ) ( � fV 12 5.4IN/HR Tr-TIME OF CONCENTRATION Q2 3.3CFS I.-RAINFALL INTENSITY CC 110 7.2IN/HIT Q=PEAK RUNOFF -.- O 410 4.4CFS n=MANNING'$ROUGHNESS FACTOR STORM SEWER DESIGN COMPUTATIONS (10-YEAR DESIGN STORM) __ __ A=FLOW AREA // Cam\ \ W // 1 2 ....IP=WETTED PERIMETER I ,`U / •,23-Z) \ 1 J V=VELOCITY FROM TO A C A"C(INC)A'C(ACC) I Q(INC) Q(ACC) DIA L INV UP INVDN S n Tc V Qcap 1 -- 525 520 - \ / - 520 10-YEAR CAPACITY 2-YEAR VELOCITY W-" '� _-' (AC) (AC) (AC) (IN/HIT) (CFS) (CFS) (IN) (FT) (FT) (FT) % (MIN) (FPS) (CFS) o Yf $Yf SLOPE 7.8% SLOPE 7.8% 5i.2diI §gu 1 L I G n 0.03 n 0.03 7 EX 27.2 1.35 0.45 0.61 0.61 7.24 4.40 4.40 15 96.02 509.68 505.82 4.02 0.0120 5 10.12 14.03 ,-D i,- ' g A Q _625F A 0.675E EX 27.2 EX243 - - - 168 7.24 - 12.16 24 68.46 495.88 492.91 434 0.0120 5 9.30 51.06 520 .3g 4 520 515 - 6 -- 515 P 3.40E7 P 3.19 FT .$4 O d10 0.31F11 V2 4.915P5 6 EX244 0.47 0.98 0.46 0.46 7.24 3.33 15 10.59 502.00 50195 0.50 0.0120 5 4.32 4.95 QCAP 10.4CFS USE EC-3 UNING IX 244 EX 243 0.15 0.68 0.10 0.56 7.24 0.74 4.05 15 10.59 501.70 50130 157 0.0120 5 6.60 8.13 - N EX.243 6027.1 - - - 6.28 7.24 - 45.47 24 85.86 492.91 489.40 4.08 0.0120 5 6.60 45.47 IaITCHe2A(04410TO0+5S) REMOVE WDIITOPAND 515 510 - .-- 510 (n I REPLACE WITH MX-3 4 3 0.27 0.98 0.26 0.26 7.24 1.92 L88 15 22.41 503.93 50130 11.74 0.0120 5 1173 23.97 FRAME AND COVER AT Gi - TOP ELO506.0,AD1U5T m AREA 0.69 AC 3 2 124 0.98 122 148 7.24 8.80 10.68 15 39.25 501.16 500.00 2.96 0.0120 5 1110 12.03 AS NEEDED TO BE FLUSH C 0.47 2A 2 0.69 0.41 0.28 1.76 7.24 2.05 12.73 15 52.75 501.41 500.20 129 0.0120 5 6.95 10.60 WITH FINAL PAVEMENT Tc 56119 2 IX 23.2 - - - 176 - 18 98.20 499.80 495.08 4,81 0.0120 5 14.29 24.95 510 GRADE .-_. 510 505 - 505 12 5.41N/HR IX.GRADE Q2 1.8 CFS 1 IX 23.2 0.27 0.98 0.26 0.26 7.24 1.92 1.88 15 22.35 494.39 494.17 0.98 0.0120 5 4.84 6.94 IX.GRADE 110 7.21N/HIT PROP.GRADE- d�g4TH OF ' IX 23.2 EX 211 - - - 1.76 7.24 - 12.74 24 23.50 494.00 492.97 4.38 0.0120 5 4.84 47.49 i alo 2.3 CFS 505 - 505 500 -� r 500 g° /�y 10-YEAR CAPACITY 2-YEAR VELOCITY .---.. - ___ --- - O � ''// a ROP.GRADE �- � , � STORM SEWER INLET COMPUTATIONS i•. •.. F"' SLOPE 3 QO% SLOPE 03 36.034 � (2-YEAR DESIGN STORM EXCEPT NOTED) L � A Q325F A 0.27 SF 500 -- --- 500 495 -o - 445 /5/6/2019 4v� STRR TYPE THROAT GRADE/ TOP Ls PCs n GCs GAITER LOCAL Ca CAPTURE Allowable MAX PONDED PONDER ..ne P 2.62 FT P 2.54 FT 1Spread SPREAD 10.YR DEPTH 10-YRWSE 10.59'-15'HOPE 490.50% 'PS7 bN0 a30 MUFTI V2 6.66 Fps LENGTH SUMP? WIDTH DEPRESSION ` ONA1. (FT) (FT) % % % (FT) (IN) (CFS) (%) (FT) (FT) (FT) QCAP 22.3 CFS USE EC-3 UNING . ry 22.35'-;5"HDPE 01.00% 1 DI-3C b SAG scam 2.00 0.03 0.013 8.33 2.00 2.0 1.51 100.00 7.00 2.09 - - n .'u4 A '4"c. IaTCX N2B(0.55 TO 1+9:) 2A DI-1260'X24" 60'X24" SAG 505.70 - 0.40 0.013 8.33 2.00 2.0 1.84 100.00 zoo - 1.10 506.78 495 b= -S --- 495 490 - ?RR ry 490 ,,,,,,.,,, 4 DI-38 6 SAG 509.80 5.00 0.03 0.013 8.33 2.03 2.0 1.51 100.00 7.03 2.09 - - ..-5. t 0. STORM SEWER AREA 0.69 AC 6 DI-3B 6 GRADE 506.59 5.00 0.03 0.013 8.33 2.03 2.0 2.62 100.00 7,00 4.28 - - �N 8 aLL I. °i 3 C 0.47 7 01-12 48"124" 48"X24" SAG 514.00 - 0.16 0.013 8.33 2.00 2.0 3.46 100.00 7.00 - 0.72 514.68 '4�.j4 Q Tc 5MIN 2 MH-1 - - 504.63 - - - - - - 10.21 - - - - - 490 ---__._ --o - -- 490 485 ..---- WI- ---r - 485 12 5.41N/HR 3 MH-1 - - 505.43 - - - - - - 8.42 - - - - - _ $N r == ABBREVIATIONS:LS=LONGITUDINAL GUTTER SLOPE,PCSPAVEMENT CROSS SLOPE,OCS=GUTTER CROSS SLOPE dl 2>S 6 2i a05 = n 2 n 02 1.8 CFS u u i 110 7.21N/HIT t2, w NW% ti sheet* i 010 2.3CFS REVISIONS t U 10-YEAR CAPACITY 2-YEAR VELOCITY 1 L OF 19 SLOPE 18% SLOPE 1.8% in .* Description Date - I n 0.03 n 0.03 1 ARB FINAL SITE PLAN 5/6/2019 A 0.87 SF A 0.73 SF 10+00 10+00 tale: 5 P 3.47 P 3.28PS STORM SEWER PROFILE STORM SEWER PROFILE HOV R)T'1'=5' b alo a33FrI V2 2.45 FPS 3 QCAP 5.00FS USE GRASS UNING (EX. 244-6) (EX. 23.2 - 1) e N 3/4/2019 i 0 2019-30 SCALE,LLC 4 \, ..in L'`-- r I4 __ ,,,. ._THE CHRISTOPHER COMPANIES 10461 W DRIVE "- HITS GRANITE '- I 1 C r 7 OAKTON VA 22124 I ��`__ enaneer: � J �� \ \� - 30 SCALE,LLCwnir h _ \Y 671 JUSTIN DRIVE I'N I \' I \\'...--.---,/-.� '. 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I R i -_ I II / DIVIDES DRAINAGE DIVIDES 0 30 60 90 sheet# SCALE: 1'=30' REVISIONS 13 OF 19 N Description Date 1 ARE FINAL SITE PLAN 5/6/2019 scale: a - 1'=30 date 3/4/2019 / o O 2019.30 SCALE,LLC 0I 1111 i ..1 IQD 4 - L i .4r4I� (2)Av (z)ro -. / \• \ �`'ri t, (5(VL S:owner �,l�A/ THE CHRISTOPHER COMPANIES �- � ice. 1 ♦ _ ) �• arf.I A1. 10461 OAKTON VAE GRANITE DRIVE A Y: /� /r� ��'I /����� ' \��_�—. W,air, 40 4111 Wit�• (3)ID (5)TO 30engio5CAlE,LLC (� t 014Illio ' '4',': " o , i `- , PALMYRA,VA 22% ,�, ,,.. .. TO 218fi0 ..� .- „ ` (3)ID e:m11.430scale.co • r' -,. web:www.30Fcalexpm .- � i I I I I ►- ...e.A Irv-4-i,ail 01--7 , !,,,, i ,til a.-.-.,. ,`�} , (17)PL _ o I ' 1 ',XIAV / �' , 5)TO S 1: :PAVED PARKING/CIRCULATION AREA=30,988. I • pp. �Az-u r[ ^1 , ip"---1,4ki ) 1 Ny, pr , goir = .........,. „ • --.., iN illitir4 1111"1 ' aik , .......,;___., l I . I i '64Il101rvinissigl..relillr tro6 , o ASOA C WINED AE41M0 III, v ILU III. - Q o QL_ _ / N x x 1„...) 1 I I _ ��f 2A M 01 �\I� 111 OC \C l-. TuZ ( 1,1,.... rI Q CG ty Nlr (3)RD i �� V ) �IV4i' f J-. J ! ; :J .. 'ME IGNflE Tk MEM assMa mwaw Q 4 zf , ' ' tr4 ;,' 8 EXT.CORRLLJ I• .—� „ 11 . (20 np0 SF) If O F2 , X, 12. 12.. -1 t-• 1` 1- t7 .'',' ;''''_ °P� '' LOBBY 9. !' '• �A ► i [ l l -�; ttUi1. .! 1IEll nI I' '40 I)l5 • - - - •L .— ` - ; ♦ i ��n> ` � � Ay iN r . . Z1,a,,,„_ :i^. ^ -i; j ' Lt R OF P � mi VrilliM Now "4111 1���..-�ll.-I(i� L3.40..., __pi to/ �411A1 %� �Ex.OP . ,4 i,v: _ .-_,; .,,,/ - ,_ APPROX 440 TO HYDRAULIC _.'• , _ 41‘ L . __ _ ROAD INTERSECTION I 1 L -- 0 1 I --� _- - - - -_ PI4 * - II o- r .11111111 111111IF Ella N 111111111111/ 1 el 2; r >t — 1! �. �a q� sheet title r:. - LANDSCAPE LANDSCAPE PLAN PLAN Y NARRATIVE REGARDING SUFFICIENT SPACE FOR PLANTINGS ALONG TOP OF RETAINING WALL(WESTERN PROPERTY LINE) STANDARD PLANT HEALTH NOTE i' THE APPLICANT IS PROVIDING A VEGETATIVE BUFFER VARYING IN WIDTH FROM 10 TO 15 FEET ALONG THE WESTERN PROPERTY LINE.THE OVERALL LENGTH OF THE BUFFER IS ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED sheet d APPROXIMATELY 550 FEET.THE MAJORITY OF THIS DISTANCE,430 FEET,IS LOCATED ADJACENT TO THE EXISTING DUPLEXES ON COMMONWEALTH DRIVE.AS PRESCRIBED BY THE CODE OF TO REACH,AND BE MAINTAINED AT,MATURE HEIGHT;THE p DEVELOPMENT,THE APPLICANT IS PROVIDING A MIX OF EVERGREEN AND DECIDUOUS LANDSCAPE SCREENING ALONG THE ENTIRE LENGTH OF THE BUFFER,WITH A DENSER MIX ADJACENT TOPPING OF TREES IS PROHIBITED.SHRUBS AND TREES SHALL BE TO THE DUPLEXES.THERE WILL BE A STAGGERED ROW OF GROUPINGS OF 3 OR 5 EVERGREEN OR DECIDUOUS TREES ALONG THE TOP OF THE RETAINING WALL(THUJA PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL OCCIDENTAUS'NIGRA',ILEX DECIDUA,VIBURNUM LENTAGO). HEALTH OF THE PLANT. THE PROPOSED PLANTINGS IN THE 10'TO 15'-WIDE BUFFER ALONG THE WESTERN PROPERTY UNE ALONG THE TOP OF THE RETAINING WALL HAVE BEEN SELECTED TO THRIVE IN THIS REVISIONS 14 OF 19 LOCATION AND WILL HAVE MINIMAL IMPACT ON THE RETAINING WALL THE 3 SPECIES SELECTED,INCLUDING THUJA OCCIDENTAUS'NIGRA',ILEX DECIDUA,AND VIBURNUM LENTAGOS WILL HAVE SUFFICIENT SPACE FOR TO THRIVE ALONG THE TOP OF THE RETAINING WALL THE ROOT DEPTH OF THESE PLANTINGS ARE SLOW-GROWING AND NON-AGGRESSIVE,AND B Description Date 8 SHOULD NOT EXCEED 12-24 INCHES IN DEPTH,AT MATURITY.FOR THESE REASONS,THE ROOTS ARE NOT ANTICIPATED TO DISRUPT THE WALL OR THE WALL GEO-GRID.IN FACT,SOME GRADUAL INTERMINGLING IF THE ROOT SYSTEM WITH THE GEOTEXTILE FABRIC MAY SERVE TO STRENGTHEN THE ABILITY OF THE GEO-GRID TO SUPPORT THE WALL. 1 ARB FINAL SITE PLAN 5/6/2019 scale: 5 THE ROOT SYSTEMS ALSO ABIDE BY THE RULE OF NOT OUTGROWING THE DIAMETER OF THE DRIP LINE EDGES OF THE BRANCHES.THE SPACING IS PROVIDED AT A MINIMUM OF 10 FEET ON 0 20 40 60 1"=ZOO CENTER,ALLOWING FOR THESE PLANTINGS(TYPICALLY 15-25 FEET IN HEIGHT X 10-15 FEET IN WIDTH)TO HAVE ENOUGH ROOM TO GRACEFULLY GROW TOGETHER,PROVIDING A HEALTHY, _- Aate VISUALLY INTERESTING AND EFFECTIVE SCREENING. SCALE: 1"=20' 3/4/2019 ley ry..;3u 2019-30 SCALE,LLC LANDSCAPING COMPUTATIONS I S �� REQUIRED TREE COVER \O - -,E.„ PHASE 2 AREA /:1 4 10%TREE COVER REQUIRED 11,609 SF :1�1. /R ,E,�R1 REMOVE BURLAP FROM A.T.•F• ,® PROVIDED TREE COVER I�INN'r- TOP I/3 OF ROOT BALL ••.s• 'F'.�N•L. - % \\��\l %s,•,. ^L 'PHASE 2 TREE COVER 12,983SF OK I ovmer: '\� 3^MULCH THE CHRISTOPHER COMPANIES ,,,,,....114,I \�•\�•��g 10461 WHITE GRANITE DRIVE TAMP OR WATER TOPSOIL '�'��ir `, M\� INTERIOR PARKING LOT LANDSCAPING •4 . qR 3"EARTH GERM TO OAKTON VA Z2124 • MIXTURE AT 6"NTERVALS; FORM SAUCER engineer. WATERC THOROUGHLY WHEN "LFlltiil111�IIiiiH PARKING LOT IMPERVIOUS AREA 30.988 SF30_ HOLE K 2/3 FULL 5%PARKING LOT LANDSCAPING REQUIRED 1,549 SF 871111STE1N DRIVE • BACKRLL SHADE TREES(WO SPACES)FOR 84 SPACES STa FFS PALMYRA,VA22%3 ' '""" MIN 6^BEYOND • .1:::::::::::::::::::::::::: _ ROOTBALL P:434.242.2866 .'" LOOSEN SUBSOIL AT PARKING LOT LANDSCAPING PROVIDED 1,9265E OK mike@30scalecom r BOTTOM OF EXCAVATION PARKING LOT SHADE TREES PROVIDED 9TREES ON web.www.30sca.e.co^I . 6'MINIMUM BETWEEN--.. , in A.YIN OEPTH,TAMP BALL AND BOTTOM OF EXCAVATION a z EVERGREEN SHRUB PLANTING DETAIL u (SOURCE.PRINCE WILLIAM COUNTY,VA DCS M, PARKING LOT Ni o LANDSCAPED AREA w TABULATIONS I REMOVE BURLAP M TOP t/3 OF ROOT BALL '. A .. �T SEE LANDSCAPE�_�_II AREA(SF) Q• ,,,,,, vA. 5 PLAN FOR LOCATION T OF PARKING LOT 1 68 y -. N 3"MULCH ISLAND AREA N5. 2 232 Z TAMP OR WATER TOPSOILAlOg \ s3 3 SO W MIXTURE AT 6" INTERVALS: A i FORM SAUCER BERM EARTH TO 4 160 2 WATER THOROUGHLY WHEN �� 5 282 HOLE IS 2/3 FULL ,F•!IIIrItINg1�1111bH 6 12S Z N Q >,�:. z O .,... -:... .•\ F<' BACKFTLL 7 299 LLJ Q N 5-1 :P•::•::•:•�.• Q Q rn 0 iii`gyJ il:I:y§:i:•' MIN 6"BEYOND 8 234 v-'�7,,:" ROOT&LLL 9 163 O _ • :::::• 10 84 Q \�- y LOOSEN SUBSOIL AT 11 107 Z 1 BOTTOM OF EXCAVATIONll 122 Q O QZ 6"MINIMUM BETWEEN-- TD R. u DEPTH, J BALLLANDAND BOTTOM OF 0- EXCAVATION TOTAL 1,926 SF LU LD T--1 DECIDUOUS SHRUB PLANTING DETAIL c CO 1_ rsJ {SOURCE:PRINCE WILLIAM COUNTY,VA OCSM) O —, Q G LANDSCAPE NOTES l Central leader.(See crown -e• observations detail). 1. THE CONTRACTOR SHALL PROVIDE ALL PLANTS,LABOR,EQUIPMENT,SUPPLIES, Liew I MATERIAL,TRANSPORTATION,HANDLING AND STORAGE,AND PERFORMING AU. OPERATIONS IN CONNECTION WITH THE CONSTRUCTION OF THE LANDSCAPING LV G IMPROVEMENTS AS SHOWN ON THE PLANS. 2. ALL PLANTS SHALL BE TRUE TO SPECIES AND VARIETY,AND SIZE AS INDICATED ON THE Z i F / Top of root ball shall be gush with LANDSCAPE SCHEDULE,AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH o finished grade. GOOD HORTICULTURAL PRACTICES. '( �' 3. PLANTS SHALL HAVE A STANDARD BALANCE BETWEEN HEIGHT,CROWN SPREAD, O • DIAMETER AND ROOT BALL SIZE ACCORDING TO THE ANSI 260.1.ALL PLANTS SHALL BE 1` \ `\ 1' • TYPICAL OF THEIR SPECIES OR VARIETY. 1 IT 1 �✓ 4. PLANTS SHALL BE SO TRAINED IN DEVELOPMENT AND APPEARANCE AS TO BE (/� 2 :\ COMPACT AND SYMMETRICAL.THEY SHALL BE SOUND,HEALTHY,VIGOROUS, �r/ / I�/ WELL-BRANCHED,AND DENSELY FOLIATED WHEN IN LEAF.PLANTS SHALL BE FREE OF Trunk caliper shall ,,4 Prior to mulching,lightly tamp soil DISEASE AND INSECT ADULTS,EGGS,PUPATE,OR LARVAE.THEY SHALL HAVE HEALTHY, ■■ o meet ANSI Z60 current Y around the root ball in 6-lifts to WELL DEVELOPED ROOT SYSTEMS AND SHALL BE FREE FROM PHYSICAL DAMAGE OR ti edition for root ball size. - •1 brace tree.Do not over compact. OTHER CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. When the planting hole has been 5. MULCH SHALL CONSIST OF SHREDDED BARK MULCH,WOOD CHIPS OR ROCK MULCH Root ball modified as , +' backglled,pour water around the AS SPECIFIED ON THE DRAWINGS.MATERIAL SHALL BE UNIFORM IN SIZE,COLOR, required. `, `� root ball to settle the soil. TOQUALITY PLANTROWTHD .SSOURCL ES OF MULCH SHOULD BEFREE OF WEEDS ANDRANCE.MULCH SHALL BE FREE OF MATERIAL INVASIVE PLANT PARTS OR SEEDS.SAWDUST,DIRT,GARBAGE,OR OTHER DEBRIS MIXED IN THE at,T H Op // I Loosened soil.trig and Nm Me �" MULCH IS NOT ACCEPTABLE. 44 boil a reduce.compactionDigdlu t0 the / 6. PLANTING SHALL BE DONE WHEN TEMPERATURES ARE ABOVE FREEZING,THE c Round-topped area end depth shown. GROUND IS FROST FREE,AND THE SOIL IS IN A WORKABLE CONDITION,UNLESS �� 1. soil berm 4"high x 8'wide OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER,PLANTING OF TREES SHALL BE 0 i 9 4'layer of mulch. /f�� > above root ball surface DONE BETWEEN MAY SAND OCTOBER 1. shall be constructed around No more Man 1'of mulch on 7, THE CONTRACTOR SMALL FURNISH ALL TABOR,MATERIALS,SUPPUES AND EQUIPMENT / ., by of root ball.(See Me root ball.Berm shall - REQUIRED TO ESTABLISH,MAINTAIN,AND PROTECT THE PLANTED AND SEEDED AREAS, -/ specifieationa for mWch). FOR HONE-YEAR PLANT ESTABLISHMENT PERIOD FROM DATE OF ACCEPTANCE OF THE begin at rod ball periphery. 5/6/2019 INITIAL PLANTING OPERATIONS.HOWEVER,MAINTENANCE ACTIVMES SHALL •Or. �2 F '• COMMENCE IMMEDIATELY AFTER EACH ITEM IS PLANTED OR WHEN AREAS HAVE BEEN J'S JIG Finished grade. SEEDED- 1ONSL 6 Existing soil �WnlWiG/ i _) •_ 8. NO SUBSTITUTES SHALL BE ACCEPTED,EXCEPT WITH THE WRITTEN PERMISSION OF IR=ttt�ll '�, _ THE ENGINEER.THE CONTRACTOR SHALL SUBMIT ALL SUBSTITUTION REQUESTS, Slope sides of loosened �- Notes: NOTING THE SOURCE OF PLANTS,LOCATION,SIZE,AND CONDITION,WITHIN THIRTY soil. W 11 ��111-.'.-.'`• ' / 1-Trees shall be of sheet title. jI'�' _ _ ._. ,,iM`��♦!._. 1�-11—I1 I `I-I , quality (30)DAYS OF RECEIVING THE NOTICE TO PROCEED. 7R1� 5 ���'..I I�• I I W II y II �11—( I I—11—II Prescribed in wowo 9. ALL AREAS THAT ARE STEEPER THAN 3H:1V ARE TO BE PLANTED WITH LOW Bottom of root ball rests on I1 T7'' = = observations and root LANDSCAPE id, 181, -� MAINTENANCE GROUND COVER THAT DOES NOT REQUIRE MOWING. existing or recompaoted 111. 11 _ ._, — observations details and soil. specifications. CALCULATIONS 9 r 3x widest dimension of root ball. 1 2-See specifications for further requirements related to AND DETAILS F this detail. URBAN TREE FOUNOATONO 2014 1h1:L L' OPEN SOURCE FREE TO USE 3 TREE PLANTING DETAIL REVISIONS 1 S OF 19 B Description Date 1 ARB FINAL SITE PLAN 5/6/2019 scale: Rc a 1"=20' date: H 3/4/2019 e2019-30 SCALE,LLC 80 MEIN �� PLACE 5'GALVANIZED"WITNESS" OTE REA FRAME&COVER \ T REMAINING BACKFlLL SHALL I /CAPPED ENDS PAINTED BLUE IN REMOTE AREAS l� O (SEE FTC. S-I-D,E) o TO HIGHWAYI.E DEPARTMENT LTC APR MAY BE SUBJECT �l 4 NOT CONTAIN ROCK MATERIAL v TO HIGHWAY DEPARTMENT APPROVAL. � 36"MIN j LARGER THAN 5" IN ANY STREET SURFACE OR DIMENSION FINISHED GRADE NON-PAVED AREA 24 MI ` EQUIPPED HYDRANT gURLOTTTEES- SLOPED AREA--' INTIAL BACKFlLL• VILE THREADS WHICH IS i%Y? II•tga"� 8"MIN (6" LIFTS) THE LOCAL STANDARD. EMBEDMENT Qi �� AI I u 1•-0" MAX • THOROUGHLY COMPACTED '�LENGTH OF BRANCH VARIES b SPRING LINE BY HAND OR APPROVED e'MIN `� r TO ttl I ADJUSTABLE TRAFFIC RATED owner. MECHANICAL TAMPER (27O) 11 VALVE BOX V/LID OF PIPE • , II THE CHRISTOPHER COMPANIES HAUNCHING 16•-22• UA 10461 WHITE GRANITE DRIVE NO. 68 STONE T a•F. ALVE Bo I OAKTON VA 22124 RUBBER COATED STEEL BEDDING 6" max e08 STONE 306e.F: LLC STEPS CAST IN PLACE 3'-•"MIN 4" min a e"yneer: PRECASTR REINFORCEDECTI 2" EU REQUIREDON SHALL BE II f.. •.GATE AE PALJURA, DRIVE CONCRETE SECTIONS 1 MIN WH SOIL 42'MIN ['1 VALVE '1 871PAL JUS I VA 22963 MINIMUM SEALS ELEVATION 1�A% \�//�\%��O%���%/�\//�����Q AOLNLDPIPE)ITIONS ARE UNSTABLE T I ►,1;�I it II EX e- - --- - web:e@3 sc Ie.e com DIFFERENCE ACROSS M.H. 5" -1" U 2500 P.SI.CONCRETE i � M.J.GATE VALVE r♦ 1 FROM INLET TO OUTLET BASE AND THRusT \ / SHALL BE 0.20 FEET. VARIES UNDISTURBED CCK AGAINST STABLE \ I g CONCRETE D,� DEPTH OF FLOW "IL STEEi PILE CHANNEL TO BE FlLL.ET$ ���wa_�� RESTRAINED JOINT FITTINGS 3/4 DIAMETER OF �I- „II� WHEN THE SOIL IS DISTURBED OR EN CONTRIBUTING 1 NOTE A HYDRANT IS LOCATED IN A FILL,IN ADDITION I E 111/// $ TRANSISEWERTION TT TO POURING CONCRETE.A STEEL PILE SHALL WATER 2 I LNE A FILLETED INVERT TOR A shoo I. 9 r 12" 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BE USED AS ADDITIONAL SUPPORT. BACKFILLED ENTIRELY WITH NO. 21A STONE. TRANSITION OF FLOW BETWEEN :00t";!: ;;:." + L INLET&OUTLET PIPE SHALL BE•"� -•-•- ••••_•"-•-• 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED / PROVIDED. •• ••••••MIN. 6"BEDDING AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 I E E NOTE : W/NO. 88 STONE STONE SHALL BE PROVIDED' NOTE . 2500 P.S.I. �1 1.SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. CONCRETE '•.T + YK 2'BEARING AREA. 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 3,WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 2 MAINTAIN A 3 1/2'MIN.COVER FROM THE MAW TO THE FIRE HYDRANT THRUST BLOCK (((vvv��^))) SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. BEDDING OF NO. 68 STONE' (INCLUDING DITCHES) • . � H 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE IVALVE FINISHED GRADE SHALL ROPE AWAY FROM THE FIRE HYDRANT AND • , EXTENDED OR NON-EXTENDED BASES. VALVE Box Z 4.111E GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE OUCH. A• T 3. ALL JOINTS, LIFT HOLES, INLETS,OUTLETS TO BE SEALED &GROUTED IF IS NOT ALLOWED IN THE DITCH. •. W y &FIRE HYDRANTS SHALLTH BE INSTALLEDINGAT GROUNDWATER WHERE WEEP • C p_ INSIDE AND OUT. HOLES ARE ABOVE THE PREVAILING CR HOLES ELEVATION. IF c REWIRED TO BE IN WET AREAS,THE WEEP HOLES SHALL BE Q TYPICAL MANHOLE SECTION PLUGGED AND ME HYDRANT SHALL BE PUMPED DRY. NOTE: IN REMOTE AREAS,VALVE BOXES SHALL EXTEND SX(6)INCHES ABOVE GRADE. TYPICAL SEWER PIPE Z N Q SHOWING BRANCH TIE-IN W N o N.T.S INSTALLATION IN TRENCH TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVE o FIG. S-I-A N.T.S. NTS I O FIG W-4 Fla W-5 M '. TUTS Z v TD-25 FIG. S-3 TO-B TO 9 Z SANITARY SEWER MANHOLE DETAIL SEWER PIPE INSTALLATION DETAIL FIRE HYDRANT ASSEMBLY DETAIL GATE VALVE DETAIL 0 co Q W J aLO VARIES N [ I- NI (4) 1•(25mm)DIN HOLES �/ ONO' ALVE BOX CC TTON CIRCLE. 34mm)DIN 2•(51mm)LETTERS A p j Z TO METER BOX(SEE FIG.W-BA O Q CIRCLE. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL '�� �:�-'� THRuw-2E Oak (RECESSED FLUSH) .' Ilag I ) Op (2)CLOSED �/. PLUG �;� �rt(Y�■ A ��11! A-11-_ -- PlcaloLEs INITIAL BACKFlLLMI �Fll, �I J Fr VARIES 2"COPPER I� T 1/2' ....\\vim mg, I 1 , ' [� [36mm) RP •� �•® �\� °///j.%/i i. WATER MAI M.J.FITTING W _Il. 8"BEDDING ,(\%••,,\r \; J_.• __._ F ■ .) r•'' /68 STONE \ 1 ��% 1- 4'DIP "PLUG THREADEDFITTING FOR s - =-_ _:!. 1 •STABLE SOIL R Y \ 2'COMPRESSION FlTTNC RE _ ___:_:= _ FOR ALL BENDS FOR TEE OR WYE ITTINGS RESTRAINED JOINT FITTINGS Oa. ='=:C= •SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL WIDEN TO •: illr O O -c__... STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND `''�"% h'S�,3,, ANCHOR IF �/\/\ 00' (2)CORED THEN COMPACT THE SOIL OR PROVIDE A 4"BEDDING OF 1 55 P. REQUIRED. • NOTES: PIC1 1/B'(29mm)K B0.55 #68 STONE. F mr %' I •GATE VANE WILL BE 4"UNLESS OTHERWBE SPECIFIED BY THE ACSA >5. BEDDING AS pt g.' >� „ % REQUIRED ..• •SERVICE UNE TO CONNECT AT MAIN WITH WSW TEE FOUNDATION IN POOR SOIL UNDER-CUT CONDITION : -• - I >: •REFER TO FIG.W-3 FOR THRUST&OCRDETM5 ON TEE. 27 INY7 CIA [38rnm] / 4. PLUG , •REFER TO FIG.W-5 FOR THRUST KOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. 26 1/4"DM T• / •45' �� \• j NO CONCRETE SHOUII)BE POURED ON ANY PART Of THE RESTRAINED JOINT.USE PI/SIIC SHEETING AS [682mm] [12emm] u'off 1 1/2' MIN PROTECTION FOR BOLTS. �/• -% 1/4"(6[BB0w.] (361IRn�t/s• T ��' •USE 2500P.5 I.CONCRETE. UNSTABLE INITIAL BACKFlLL NTH Op / _ /' SECTION 1-1 SECTION 2-2 dE / 1/4'(6mr. NEOPRENE GASKET 31/5'.,,.i� ..,,,,,,,, _ - `y• i �• Q88 STONE .•. / \ - ,py!y1t����,� . -ANULARFILLAS • '" PR'E DEGREE BEND OIIENSTONS VOL lEE AND PWOS bOL.. /,• I2/ ] , I ] • �' IFSi t' c APPROVED BY ACSA .) SIZE OF (TLC I) CU.YD. FEET) g1,VD. ii; �/ t ,,,,.„ „/ SOILa3'Dw /�=/r > ?s T DN 5 I�41Wm1 1E • . -•� STABLE SOIL OR ROCK �0 L H - TL H T36 DIV 90 200 250 3.01 0.24I 25'DM45200 225 260 0.15 `[9t•nm] 4'!8' 22 1/2 1.50 zoo zs2 a1n 200 2.25 250 O.1s 5/6/2019 4�D.D.OF[eSWSW GROOVE • FRAME SECTION NOTE : 11 1/4 1.50 200 2.50 0.10 -,o SECTION -1.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 4488 168 ie6 1n o� LARGE METER SERVICE LINE Ps-/ANAL £���a 2.NO ROCKS LARGER THAN 8" IN ANY DIMENSION SHALL BE ALLOWED C 22 1/2 1.66 2.16 2.69 0.13 3-16 291 2.66 0.32 MANHOLE FRAME AND COVER DETAIL ABOVE THE INITIAL BACKFlLL. tt 1/4 1.e6 216 267 0.13 Flo W 6C 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 00 4.83 3.63 3.42 0.83 _._ 11111111 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED to"&it 45 1/2 z.3"•T 3.2.55 z95 "3 3.83 4.00 2.B3 0.52 m12 ',h ra•t:I r 0.24 IN THE TRENCH. 111/4 1.83 2.33 2.84 0.18 LARGE METER SERVICE LINE DETAIL ACSA DETAILS 5.BELL HOLES SHALL BE DUG OUT IN ALL CASES. 1.THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION,CHANGES SIZE,DEAD ENDS AND E VALVES DUCTILE IRON WATER 2.UNO 2500NCP.S.I. ALL BETP. 3.NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4.TNE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE&SIZE OF PIPE INSTALLATION & BEDDING ALL THRUST BLACKS. NTS CONCRETE THRUST BLOCKS Sheet. FIG W-2 NTS Fla W-3 k TD-2 W-3 DIP PIPE INSTALLATION DETAIL CONCRETE THRUST BLOCKS DETAIL REVISIONS 1 6 OF 19 # Description Date 1 1 ARB FINAL SITE PLAN 5/6/2019 ale •c 1 =20 d i date: 3/4/2019 ( ' ♦ ID 2019-30 SCALE,LLC (/)LT.OPET B. BOLTED r/ 1/4'F.H.511V1.S.51L CAP SCREWS FINISHED GRADE �ri�7�� O� oO�p ' ,0�0 p� E -1TI-(R�1 MITI-r r1-n T-rr-r(T=T11J1 I I I�-- O O OoOQQ� Il/ODO�oOO� tD 3 aA. A . _ ...•• T E (284awn] TRENCH REDUCER �` E ill T - T r f 25mm0000o).,, J , ,, 0oa ]I1-II r [ ) 0 li {��RF (� R� d Z `� ,45. Q�C©J' SECTION THROUGH LICHT OPENING 2500 P.S.I. CONCRETE THRUST BLOCK _-�(]{J{$Ui[- 0�®�Jy]d(W 1 M MK owner �r—, • COMP.NO 4385-0BW UNDISTURBED SOIL -f "."' 1-�- ''18, . THE CHRISTOPHER COMPANIES C�L� ''' O� 18'MN s•Mel nx -�{ 10461 WHITE GRANITE DRIVE C�L..-�(�`� 9" \7 �O '� (za.e•FOR msumo MEMO OAKfON VA 22124 C3, �[G OO O PROFILE VIEW engineer: 30 SCALE,LLC 1p1I1�` 871 JUSTIN DRIVE i TREE GRATE HALYES BOLTED TOGETHER F r O O '- "`tl OOOOO /(2)1/T-13%3 STNS.SiL. • �:.b�:,. •... ' -I y PALMYRA,VA 22%3 t O O,, I II oO O O / P:434.242.2866 �D OO��"� � �r000(�OOQ HE%.BOLT AND HE%.NUT w WASf1ER5 I I �O x• J e:mi e�30sca e.com `V I I I web:www.30sule.com �000o0�001''"',,��D��oOOO UNDISTURBED SOIL- EDGE • 24 MN OF TRENCH •. ' Mr Na CCW6NG METIER) Q ai REDUCER fig•MN t- MN —n.s•—y{ A . .,.....] Idlll1•lull-II04mII1IIEIIIn l� Sl MN. 5 3/4"[19mm],L1r r0 52rmn] r 21•[533mm]---{ •I 2500 P.S.I.CONCRETE THRUST BLOCK-P '' MN INII .' { I 3 I/11111��111 \ [ c •mm [ NOTE' ALL DIMENSIONS ARE SHORN IN ENGUSH AND[METRIC UNDISTURBED SOIL- EDGE ° ewAss I"[25 ] COMPONENT NO'S: (2)GRATE B742-0005:(2)LT.OPENING GRATE 4365-0800 OF TRENCH :w'• . j"MN Q (2)GUARD LUGS / , MATERIAL: CAST GRAY IRON AVM A-49.CLASS 358 NOTES: PLAN MEIN Z PER I80'SECTION J FINISH NOT PAINTED • NOT TO SCALE 5e (2)BOLT SLOTS '� • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT USE• NOTES: L1J ;� PER 18O'SECTION WEIGHT: 422//SET PLASTIC SHEETING AS PROTECTION FOR BOLTS. 1. PROVIDE A 6"THICK GRAVEL BED BENEATH THE METER VAULT. DB f411 Ir. R-8742-A1 • 3'MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF' 2.MINIMUM WALL THICKNESS FOR PRECAST OR PCUR-IN-PUCE VAULTS SHALL BE 4". Q d4 TREE GRATE w/LT. OPENING TRENCH,OR AS APPROVED BY THE ACSA. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". '� NEENAH1 • 3'MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE 3.THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED Z N Q ,•,,ee we w.t a,en .r• FwNEENAH el\.Bl,ar�_87,42 250 B ACSA. WATER PROOFING COMPOUND. REF: OM zso.Rrw- t �``,., .,�, • .,0+* 7/10/87 V • CERTIFICATION OF 95R COMPACTION REQUIRED IN TRENCH. L_J I O • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ` Q 0 ,-.1ALL THRUST BLOCKS. C I TYPICAL REDUCER THRUST BLOCK TYPICAL METER VAULT (2" METER) Q m CFI NTB Z ( ` Q AG.W-30 FIG. W-7C v Z TD-7 TD-1B O T--I Q `'. III-874241 1° �' ` J A "" �""Al* , ,, REDUCER THRUST BLOCK DETAIL 2" METER VAULT DETAIL a 1O k Co 2 (,I I Adirondack collection Tree fiesta l r i®i In r? (4 1-76166. m1 w•I 1 I ~ BBI80 m1 I I OCZ no ilree4 I I FOR RETAINING WALL"A',DISTANCE TO PROPERTY LINE VARIES FROM 8.3'TO 13.0.- < I mh so T I I CRIMP AND ROLL END OF COPPER PIPING WALL DE0THSHALLL MAY B CONSTRUCTED WITSTRUCTURALREINFORCEMENT ` 4. 50 THAT WALL MAY BE CONSTRUCTED WITHOUT ENCROACHMENT I \\` C I 1 R l L 1 . 1=ro•1 +, bes+w l.o.,v-Ira+++n ,.+ s,u,oe c. ON TO ADJACENT PROPERTY-REFER TO WALL DESIGN BY OTHERS I 4 PROPERTY LINE— i 1 42"MIN. ♦; r..••' , REMAINING COPPER PIPE TO BE VERTICAL I LLI G NunAWN Mil WIIWI Tem. �„� ^-`_y • A1p1•�^"o"s 1'� I 11p1 SOOI 1;,.am - N. 24"MIN. 66 '�^•�.,.. WWI.AWN •� L ao�04 ewrwOaRace 1 SHUT-OFF CORPORATION STOP a 5 TREE GRATE DETAILS ;�� j� _ _ • USE NEENAH FOUNDRY TREE GRATE R-8742-Al OR APPROVED EQUAL Ir- w.M.r1O" 100020.RINKAeLB H` 0' eATseeo4MM B 0 '& '--� =it*Prw. ear � t IMTCM cWOmsr., ° [F$S,so lit Mwpmwm Q T WIT MAC TON I 12'Bose Bon Circle - � . i •� WITIkAaiO TVAIR00.¢0s. , Awwu lAmb Alin..oe wFURa7 TYPICAL SERVICE.TAP ABANDONMENT P�?x / I,ed I� C, : „w�. „e ,.Aug — — LIGHT POLE BASE DETAIL NOTE:LIGHT FIXTURE MOUNTING HEIGHT TO BE 20' At MN INN Ns Mg 05/F)IZO19 %6kL �-Bmaoln 0000 ,aMr..«t a..c •�F- C>>2 J/6>)y�E, ura+Hwuw Pte twat.ocru. I s/ONA7. ON FSG V-6H ` ' on.",o ,SI, — — c 2.,,11-°„......"' CONSTRUCTION otocnalANmM sheet title, ■/ TO-il -foaeMern�we t '•:d--.- ; ;�, oro�.., WATER SERVICE ABANDONMENT DETAIL ,.6.11.91. "OW DETAILS Designed By. i`°edBy TYPICAL REINFORCED WALL SECTION Date i Chocked By: TM p0Roee eteaoo.eo koee',N ,clew any Thos drewwg Mlas2 not to woadM MA desw w Protect No: sheet sr cm ommtm1 memowo...womeaM aRm 0100A melwoogmw0d In Ow Maw I,002.B.nalwBM § 1lWK we 08M0M'MNOweMmocy RwMNW oar wow.prowl dew w« TheDraw.ng No. NOT TO SCALE Oa16Aeolebmr REVISIONS 7 TYPICAL BLOCK RETAINING WALL DETAIL _ OF 19 FOR RETAINING WALL"A" # Description Date . 1 ARB FINAL SITE PLAN 5/6/2019 scale: b FOR PRELIMINARY INFORMATION ONLY,FINAL DESIGN BY STRUCTURAL 1d=20' ENGINEER AND SEPARATE BUILDLING PERMIT IS REQUIRED. date: R 3/4/2019 ♦ • C 2019-30 SCALE,LLC • o.oY b.0= b.o ---o.o____ NC:::)* Ovl ; '0.1 b.1 0. b.0 0.0 0.0 02 0.4 0.9 -___` - J 3 • ■ ` �� OB-3 2 q. --�_ owner: (_*1. '- 1 - .4 is.3 U al O.3 b.o 0.5 °3.1 O.• °:.4 :.7 1.0 Q.0 _ F - 0.0 0.0 -�"-� • - /f�!/- THE CHRtSTOPMER COMPANIES II - �___ - / // I • °AXTON VA 22124 DRIVE - --- -�_-__-� ) - OAKTON VA 22124 _____�_-_-_-___-_ _-___� I engineer -7 / _ 1 30 SCALE,LLC �\ o -u-9 f o o�-� o 871 JUSTN DRIVE ° o o -� os t- �� b.9 0.5 0.1 0.1 b-o °0.7 °a.1 °�.2 a.2 °5s-_ ��-_�,1 b.o 1.0 oa o.1 bo 0 0.0 - o.o o.o °o.o b.o i `�/ _ _ _ ___-- - ___ _ PPALMYRA,VA 22963 9 �� • ,�_+oap� - -, -�'�_� -.-_,_- --�, :434.242.2866 �` �, dry_-- -�ti-�. • - .-_ -�--_� e:mike6330scale.com �� 6: �, m , 3o_I:!2r / r.1 0o b.o b.o b.o a _ b.o b= -b.o r.o r.o i '1 1 0.0 0.0 EX-1 0 • I �t, os L o.z 1 1 0.o b. ..a b.o b.o 0 0 0.o I o.o `b.o 1.1.1.1 .1.....171111': tia C d iii,,,,, �� - ° L ,4p ill I 0 �. r9 080 0.8 0.4 0.2 0.1 't'.1 �' �Isa` "O' o I •�J •- 1�I I ■�;g 0).1 0.1 0.2 0.4 0.8 1 1.2 1.0 0.9 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.' r:1 0.0 0.0 0.0 0 0 0.0�--- - I J I1.7 , Q, 2 EXISTING (�L^J m ,, , 1 IIi. .5 ■e 1.8 I 19 1.2 POLE A-2 r r J�7 �',F O, , 0. r ' ( I 0.0 v 'l . I,, (n 0.1 0.2 0.2 b.4 0.9 .3 1,8 0.6 0.4 0.3 0.2 0. 0. 0 1 1.0 1.0 1.0 0.0 0.0 0.0 0., 0.1 0 0 C.0 to ♦ i a .II v LIGHTS /�./ � ' Q - I Z 2 --I I i I. -).2 0.2 0.3 0.4 0.7 ` 0 `.0 1.6 0.4 0.3 +0.2 0.1 0. 0- 01 i1.1 1.1 1.1 0.0 0.0 0.0 0.1 b., '00 C.o 0.0 ..I I / [I W 1(4 7ii 1 ■ 1111111 0.2 a + ♦ + ♦ a + s + + '0.30. 0.0 °0.• 0.0 00.0 cLI �.3 0.5 0.5 0.5 0.5 0.6 0.5 0.4 0.3 0.2 02 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 1:� W-11 • � o •MI I I 4)A 0.9 0.9 0.7 0.5 0.4 0.4 b.3 0.3 0.2 0.2 b.1 0,1 0.1 0.1 0.2 0.2 0.2 0.1 b.1 0.1 0.1 0.1 0.2 0.2 b.1 0 I z , `) Q•� A-3iii ,L ., wQ o �/� c N1 - 1 '4.82 -=-1-,II 'el 440.2 0.5 1.1 01-<%�! 0.: •0.3 05 +1.5 0-4 0.2 +0.1 +0.1 •0.1 0. 0. 0 •.4 .2 0.1 .0.1 .0.2 .0.3 0. 0. '02 i11 ®® 1.01 b.o 0.0 L 0 1 O y i 1 4 , -15 1.0�0.8 0= 0.4 0.: 0.4 07 •1.6 0.6 0.3 0.2 0.1 0.1 0. 0. +p5 +.6 .3 0.1 0.1 0.2 0.5 Lb 0. 03 +d1 T I z U l 0 Aiii _ l 0.1 1. 1.: ,.. 1. ,. ,. 1. 1. 1.. 1. ,. I. 1. L. 1.. 1.. 1.: 1. 1. 1. 1. 1. 1. 1.. 1. 1.1 it 0 0 1 0.0 0 1,0 O s--1 Q T•-I •�in =w _ ■ SI -BOLLARD LIGHTS(TYP.) ~ m N b.8 , .9 ■ • 41. �� b.1 o o I b' - = t/') I H CX 2u�. ` i■ ��� W-12 n I , O I �V11 � . !� IP' MULTI-FAMILY ," -1 q; Q W-1 LEVELS 1-5 62 `b.',II ' .t7 ifs z5ei .1, N' .•'. ' , i �-WALL-MOUNTED 160 APARTMENT UNITS .1• 'u.T 0.1 0.0 . 0.0 2 Lu t - - • FIXTURES (TYP) I.' , 1 'Crf b.1i w • -. -, u. r W-2 T. '0.1 10.01 0.01' oo Lu ,Y •I W3 W4 W5 W-6 W7 W-8 W-9 W-10 i UIIIIII� • Lam' u L >J I W 1rrp, � I�.�j} zy �;� :�1 1 II '�J11",b1 'b{1 ..0.6_w. 'a:4 -- _0.6--- ----`0.6 - -._ V0.6 -. 0.4 0.7 0.3 0.1 0.2 0.7 05 01 z., .2_ -- _. .7 0.6 ---0.1 �0.6 V0.1 , IO.OI - ` 1, in e tP �u11� : '=-R' kA - - 7 r,i 1 I 7, L\a, IIIor)DRI.t Tr *0.1 b.i • (b.i b.i b 1 ° cleinciikii_ . i - J•ii - I N I , ,a 0 2D 40 5o PHOTOMETRIC 0EACH OUTDOOR A PLAN LIGHTING NOTE: EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS <i.' ,H Op ' SCALE 1`e20• SHALL BE A FULL CUTOFF WMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT p' C NARRATIVE DESCRIBING HOW AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.THE Photometric Summary SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL / s' LIGHTING IS COORDINATED WITH Luminaire Locations OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. /(%� SURROUNDING DEVELOPMENT Description Symbol Avg Max Min Max/Min Avg/Min PLEASE NOTE THAT THE BOLLARD LIGHTS ON THE DECK('A'SERIES)EMIT LESS THAN 3,000 a. Parking Lot and Building Lights LUMENS AND THEREFORE ARE NOT REQUIRED TO BE FULL CUTOFF FIXTURES. / 4" Ar Stonefieltl Block 02-Phase 0 0.7 to 8.2 fc 0.0 fc N/A WA 5/6/2019 THE PROPOSED UGHTING PUN HAS BEEN 2 COORDINATED WITH THE ILLUMINATION OF THE No. Label MH Orientation TBt '°A 1{ Perking Deck .0 fc N/A N/A Luminaire Locations-Bollard Lights on Deck SURROUNDING DEVELOPMENT.THE COLORS-'0N.\1. Es'o TEMPERATURE OF THE PROPOSED LED LIGHTING IS 40K Surface + 0.340 1.3 fe 0 1 EX 20.00 2.73 0.00 SO AS TO MATCH THE COLOR OF THE SURROUNDING 2 EX 20.00 185.55 0.00 Location PARKING LOT UGHTS THAT USE METAL MAUDE(HID) 3 OB 20.00 182.17 0.00 FIXTURES.THE LED UGHTING IS BEING USED SINCE 1 W 10.00 274.40 0.00 No. Label X Y Z MH Orientation Tilt sheet title: MOST MANUFACTURES HAVE TOTALLY DISCONTINUED Luminaire Schedule OFFERING HID UGHTING FIXTURES.THE Manuteeth Number Lumens Per Light Lose 2 W 10A0 289.38 0.00 I A 224.21 115.88 10.00 10.00 0.00 0.00 LIGHTING PLAN "SHOEBOX-STYLE UGHT FIXTURE ON THE POLE LIGHT Symbol Label Quantity Catalog Number Description Lamp Filename Wattage 2 A 223.24 101.82 10.00 10.00 0.00 0.00 p MATCHES WHAT IS CURRENTLY PROVIDED WITHIN THE er Lamps Lamp Factor 3 W 10.00 178.03 0.00 SURROUNDING DEVELOPMENT AREA. THE 1 NLS Lighting VSS•2-T4-ROL-1- Arm Mounted luminaire with LED 1 VSS-2-T4- 29950 1 263 4 W 10.00 180.51 0.00 3 A 187.74 88.88 10.00 10.00 0.00 0,00 PHOTOMETRIC PUN HAS ALSO MODELED THE PHASE 1 OB LLC 40K-UNV T4 Optics 80L•1- 5 W 10.00 177.14 0.00 4 A 188.33 53.45 10.00 10.00 0.00 0.00 'S. SITE PLAN ILLUMINATON LEVELS IN THE PARK AREA 40K.IES 5 A 249.18 60.92 10.00 10.00 WHERE TWO POLE UGHTS HAVE BEEN PROPOSED WITH 6 W 10.00 177.14 0.000.00 0.00 _ PHASE 1. 2 EATON- GSM-XX-250aMP-XX- MEDIUM ARCHITECTURAL 250 WATT PULSE- 1 GSM•XX-250- 22000 1 283 7 W 10.00 177.14 0.00 6 A 330.50 50.72 10.00 10.00 0.00 0.00 shoot a i' McGRAW- -SS-FG AREA LUMINAIRE-TYPE V START CLEAR E0.28 -MP-XX-5S• 8 W 10.00 177.14 0.00 7 A 40247 61.11 10.00�10.00 0.00 0.00 BASED ON A SURVEY OF THE DEVELOPMENT IN THE A B EDISON DISTRIBUTION HORIZONTAL BURN FO.IES 9 W 10.00 177.14 0.00 8 A 253.91 122.85 10.00 10.00 0.00 0.00 AND(BLOCK,-MOU ARE SEVERAL TTH ES OF EX (FORMER EXISTING WALL-MOUNTED EVERAFIXTURE,SO THE PROPOSED 10 W 10.00 177.14 0.00 WALL-MOUNTED FIXTURE WAS SELECTED TO MATCH LIGHTING) 11 W 1200 9327 0.00 REVISIONS 8 THE CHARACTER OF THE PROPOSED BUILDING,WHICH 12 W 12.00 89.14 0.00 OF 19 IS CONSISTENT WITH THE SURROUNDING 12 Scott Lamp 59388-L16-35K-BA Rectangular silver metal BG White LEDs 1 12282518- 1041 1 14.584 DEVELOPMENT. 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'f ` ©T-, Tar rT•r,'T,-•.a-�.•t,e..T-.11•1 Q N r-I ){° no. rwa �.•= ///^-'''-��� sss• `x�r ros..� ,141:Sown. P'r..:iRT^aE-F'ir•eel!'•.•••m•r•r..leTf.1 scawc.UOrimw wnl�d/n•,r,e,e 0 I I 1 Lew n. , r� l .., OPS ARY LENGTH i Tr'Tor-Trr-rT•T.-*mrr•>.irs'frrt I.a v,nnu.z,az ,,, K •.• ..."`i...s e..t,..(. Ormr.^ILr-r-ssrn••sr'r..alr•r••• r•r^.•.rar.,s aomr"w+m,s�nnArawew.wa., ngra.n,...wOM.r..,,w_s. o®O M Ql 0. VA lio j gl:,tf'. I w;.. lw •. w.� a.. •• wt�»"`!'. am. re Au na tlt• KO Z ( ` `� In i a w w .. a. ,,, .. ( I e w i ...e N_C_. •.eon•..p. .. r. z T w yCET7TiAt: gn'u .;mn;'a aaona dwWDaP..n O t I Q 1 11S ... l J LIGHT POLE SPECIFICATION SHEET N CON = I j NL.S ROUND TAPERED STEEL POLE LIGHTING FIXTURE "A" CUTSHEET(2 OF 2) LIGHTING FIXTURE "OB" CUTSHEET(2 OF 4) LIGHTING FIXTURE IIOB11 CUTSHEET(4 OF 4) 2 1-Li .noses SHFT P.p. Steal be Tapered Stra qN Steel Not R.aaarrr N paid of 00000 P5.Cmfrxms to ASTM ASm IR I Standards Wall thickness m!wns are p )11 Gaye and(1110)r Gauge Poles have ground bolt weldednstoe handtple Opposite 1•• f the Tapered Pole Tapered Poles 0000 e0 to Ancna Base by weld., xrW to•shah Ceaternal to shahanC Hole • -_-. -, MO1S11Y0OPT10N8 ---- reed proem t Is constructednl of 3,5' W eel Iob.%ehlt H,IS welded to pole shaft rc PRODUCT SPECIFICATIONS _ G_ BICIMEX A Soloed sire glit Z 120,217.s WWI 3,4110. r _ 1� I . Cel.e 0,10v gnamq Other.enh.d by Nip PPM* 0- Y.o ,Na by P.p. — M ANCHOR PASS L r.,•, _CN L rW®Mu Load.t5, Comm, ,a lag g6Wma.mum.1d IP, , MmoracUlM from A36 Seel rated al •••PS conforms the ASTM-A36 standards.Base O Symmancal Paw,facbr@Mniaad•0 OS NMmW spwta cetieal too o5'C --� , 9 MY x3n KAPPA S000.apOC figOPaRCAw a.ea • and y .„ -a wl�s•r r Plate vanes In hom I.thick la....•Shah wen end 3/a'Npk for poles xp lea and r p l �}' SPiOE MOtUNT(SPM1) RMSII 10 VM.pHAW S,SVMxd LVAr.vyd5re.sb Oaw rKiLFp lr�a1.30 ue L[na 1 n, Y babe TIOrw�,tve ppa .da . OPTIONS l .1 .... • ,.n Pole(noes soled.(1)96aee1 ,(2) per to Poet*Coalappllcal (3)Powde 2 a 4Om s.IPPflea1M11Q�q1 dr M .lemur O..er.lbYP I 1 p Goal,A minmumol 3 M 50Ma.• I finish osepphed fagualty Na t aid..aeW waes s4e ...•eon.kOwn Yrea..pm r-> .-. PS Weapons.P. ft. M ••PANINGla1LPrll2oee) n•a}-As worn*mwp pawn • 1 Dna POLE nrveea.iw+wn.ryaw if` 4..--,--, ,,. �a�-t All dncnw ANCHORAGE 20 tHin not Hoped• alti ed and wnh two gelvanpM nuts and n..• O r 0110 °"'.:I'im,v,mn room vs. wp I all-S .,�.•oe`.,.w'•are 0..,ymwy..,. .slj L�--.5� pot bolt ,'. Q ,n.d «.n,0 510Prx.KN «ncasa,„an,H,w.I. 1 COVER Own'R++'eeor ode c.wra..tm (� SASEepcom IIAIOIIOIECOVER AIIO CAP WIN.00 Poles Caps black iris i:.l. a i KNUCKLE MOUNT AN poles came nth remwabk ps are ...off...0011.010 s,R, Sole Pulre,ue Nwdu Gul3s Sys InY aY vs rtle,wWms base covers ale made of Atumnum arillowdo coated to match thepok.Hand Hole cow we ! MANOR NUM•lasale PUMA. MMENSKIp. up, up. "r,"• : "0n peO.ded win ntenalbudge SP aid powder waled la malts polefinch. .ar.a.a. rue u..r A z+P 3-Irfr •lwaealx allmBRtW rot rrwne sa sow lwss;N NOIgE SIDE Yawn .� 1 >s r.2 ,...n. support ,� PITH OF des�y,e ,a,paw,M,e on UM* er a xld Fr xixrt •scvA.R.nnen51.1111 wee, Sae 3,.•Bunn Peet a• U '' --- ••- ..-- ® ® �o�� ♦'C Pw.AO .t •ray roan ae•ndANNlea w•0 w.�'v vu+A..440 P I..P s i aa'rq e '•vM.�•. T }--. 11PMq P wr awmm,... ,Q►.= LEI ;'"a /� 2 I AlaInd,.. M. TOPasuw ads Ta le„ ,.a wcomom„�,r - 1WILLe1YMTLVN) � -. /-UJ10 i a r ,Y _ iilii61113+• ALLor SRLET IMCHINEo T.a011 VI m r. 1. 1- j San •rase, RPAI/11MS 4dsdake son sm..ERR a Pawl. ....on...oMOUNT tewwryMap um w L 3' I , •M.N. IBEEANBIIIIIIIIMI •war NC dew.; ' r'-•\ • C0 i0�,a imM.mrme.a,reWbauN Mw.oa.uso .W YNa,•ar• ®m ® _AyS7�J ROUND SNaT£AORRaO ` - - m ® 4"'-_ ' MN.,r«wg. M HOOfe0KNE56 a �' PPTtoNAL Pd.a. Y ' 5/6/2019 iM . i 1 apt* ..an.aaa L+C.eelu us..PM,wed slum. .YnY ... a. • • F �2 _ .d - ..arN.viewa ..,e S G '1.043r "`0.010.• 116 I lII t Ei. E: Q v i nxi '. Sf OA A L Et` uAswewaa.r OM w •.v-_ , n e.m • • _ .• a.} �� rnfig s, B. Ali w•. :dew.w,.irwi ton A s s c-y 'T.-'_• Ir: I mlr•I` w snwl IP PI nw°.. • wNg vetya M NJ, P 01.0 P 1 late srsl. a uasa r..tgoot arm y I SPUN ALUM 16 r "' • a•a i.c wP PMYt ,.-.., ,,. i •/ I• `i i1 haws sheet title: a1TRLIUEO.tx5 noCKNE55 •No.Toe wo ods aunnanm anero ° T SAMOA.e",can to"wto::,M enr:� .• �' rl ,. LIGHTING rgla 100 •wog mourn MAMT ) RETROFITOUICK MOUNT BRACKET(ROMA) alaRM• n M.EasN'.wr when M.clM ° 3KEVNOOE Ij ,3003E-ww.E swedemcr ajawnwe...eon.w„w — Sipe e• e. n ^ FIXTURE DETAILS RfaNfORCEMEM sort,un.dr oP.,,..y. Rtto Sena.mvo..w ( 1 PSISCT POL[ 1l nw j mar K, 0003,0331110 AWaI.aEl'geaiN woo Ra"040 T COVER ! ants ! I as sa: Baas •e 1 �_.� V Pya ,:•nary N" Sole•M1y„ In.so,...un. a a I0110,001.011.00,ep t. - d -'�` _ son Saw•.rtNle �« shc,t0 -IARCNoR loses IFS e^"•, AalCaggalaTc to ryoda y a , -: � MP .V11M1eM ORME Solau 0 A(Y�71t.Eua !1 sword.*l Mir , P, l,P - ,J 19 MUM) TwaPT TIN Oo Pam. 35/K.ela ,r 0.m1. , ,Few -- rgluawrr .`tea,npdr.a a.4s1•linP,..a REVISIONS OF 19 N S ro•wy++rac..d,u.orn I H wr.Tr.oRr l•. UGH T.wUna I D Wax AMP,201..,r ri.EllrarP••e• D g ta6 ? SI Desaiption Date S I 1 ARE FINAL SITE PLAN 5/6/2019 scale: NTS date: g 3/4/2019