Loading...
HomeMy WebLinkAboutSDP201100019 Plan - Approved Preliminary Site Plan 2011-06-130 o0,I)� oa a a u a D i_av__jN A o: ALBEMARLE COUNTY, Vl""'GINIA ZMA # 2001-0007 SDP # 2005-0122 ZMA # 2008-0003 SITE DATA DEVELOPER/OWNER/APPLICANT: Rwt ,o4vv 'C: and i�� p}i i 154t� Mitis' 'ilk r��,3f11f711,fflitiJ i J�iJi � i+� G 1� 5I rr_ ALBEMARLE PLACE EAAP, LLC _ SHEET NO. DRAWING N0. TITLE 7220 WISCONSIN AVENUE SUITE 400 1 OF 20 C-1 COVER SHEETN BETHESDA, MD 20814 (301) 347-3722 2 OF 20 C-2 PROFFERS J� QR A ATTN: THOMAS R. GALLAGHER C-3 GENERAL NOTES, ABBREVIATIONS & LEGEND ���� FASHION { EMAIL: TGALLAGHER@EDENSANDAVANT.COM 3 OF 20 SQUARE ENGINEER: WW ASSOCIATES, INC 4 OF 20 C-4 GENERAL NOTES MALL 3040 AVEMORE SQUARE PLACE 'C-5 KEY PLAN wNlrewOpo CHARLOTTESVILLE, VA 22911 ��, (434) 984-2700 5 OF 20 D �o`' �oP ATTN: HERBERT F. WHITE III, P.E. 6 OF 20 C-6 EXISTING CONDITIO)NS / y�Z oBp���� �EMAIL: HWHITE@WWASSOCIATES.NET 7 OF 20 C-7 OVERALL ULTIMATE PLAN SiOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE PLACE EAAP, LLC, BY 8 OF 20 C-8 ULTIMATE PLAN °° °J� THAT CERTAIN DEED DULY RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF �r SITE ALBEMARLE, VIRGINIA IN D.B. 3483, PG. 698, AND IS INDICATED AS TAX MAP PARCELS(S) TMP 61W -3-19A, 198, 9 OF 20 C-9 ULTIMATE PLAN °� tiF 2.3, and 24. TOGETHER WITH THE PROPERTY CONVEYED UNTO ALBEMARLE PLACE EAAP, LLC, BY THAT CERTAIN DEED DULY RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA 10 OF 20 C-10 ULTIMATE PLAN G�o��oPo SEMINOLE IN D.B. 3810, PG. 060, AND IS INDICATED AS TAX MAP PARCEL TMP 61W-3-25. SQUARE 11 OF 20 C-11 ULTIMATE PLAN SHOPPING yea CENTER SOURCE OF BOUN!F)AP` SURVEY: KIRK HUGHES & ASSOCIATES 12 OF 20 C-12 OVERALL INITIAL PLAN Q, o ;p DATED: APRIL 10, 2008 13 OF 20 C-13 INITIAL PLAN � REVISED: APRIL 29, 2008 REVISED: DECEMBER 18, 2009 14 OF 20 C-14 INITIAL PLAIN Us29�25n Bq� P SOURCE OF TOPOGRAPHY: KIRK HUGHES & ASSOCIATES 15 OF 20 C-15 INITIAL PLAN g -(PASS �y ¢ DATED: APRIL 10, 2008 16 OF 20 C-16 INITIAL PLAN ��� J��REVISED: APRIL 29, 2008 _ REVISED: DECEMBER 18, 2009 17 OF 20 C-17 ROAD SECTIONS &c DETAILS o,� � N� � ov & BY AERIAL SURVEY, AIR SURVEY, CORP, 8 OF 20 C-18 ULTIMATE GREEN & C ` :; ;PACE �� ��� o� STERLING, VIRGINIA JANUARY 28, 1996 1 19 OF 20 C-19 INITIAL C,�?EE.N & CIVIC SPACE COUNTY, STATE: ALBEMARLE COUNTY, VA 20 OF 20 C-20 DRAINAGE AREA NEAP )JUNITY MAP SCALE: 1"-2000' MAGISTERIAL DISI JACK JOUEI-f WATER PROTECTION AREA: N/A (NON -WATER SUPPLY WATERSHED) TAX MAP/PARCEL: TM 61W, PARCEL 3-19A, TM 61W, PARCEL 3-19B, TM 61W, PARCEL 3-23, TM 61W, PARCEL 3-24, & TM 61W, PARCEL 3-25 ITT T� ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) �If j7,l� OVERLAY DISTRICT: ENTRANCE CORRIDOR W' - ' ! EXISTING USE: VACANT AND COMMERCIAL LIMIT OF _ AMENDMENT 0 BLOCKS A, D, �� u� sEe,Aii3>�MAaLs PROPOSED USE: MIXED USE PLACE sLIMARY iTSBLOCKS YARD REQUIREMENTS: THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTH AND DEPTH HILL-- F & G REQUIREMENTS. I ,Ca i „Hflltllllllll [lilt � 1 BIUILDING HEIGHTS: BUILDINGS WITHIN BLOCKS A, B, C AND D SHALL RANGE IN HEIGHT -i fftNi - H�+I+Iltl+l= FROM ONE TO FIVE STORIES TALL (SEE NOTE 3 BELOW). BUILDINGS WITHIN BLOCK E SHALL RANGE IN HEIGHT FROM TWO TO EIGHT - - STORIES. THE MAXIMUM BUILDING HEIGHT FOR RETAIL BUILDINGS - = SHALL BE SEVENTY FIVE 75 FEET WITH A NINETY 90 FOOT ' _- T S�E LIMITATION FOR RESIDENTIAL AND MIXED-USE STRUCTURES. NOTE: - • # 1. THIS PLAN AMENDS A PORTION OF THE ORIGINAL PLAN ENTITLED: ALBEMARLE PLACE PRELIMINARY SITE PLAN", _ DATED: NOVEMBER 14, 2005, REVISED: APRIL 7, 2006. AMENDMENT TO INCLUDE BLOCKS A, B, C, D & E IN THEIR ENTIRETY. \:. 2. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: 4.�0 ALBEMARLE PLACE TOWN CENTER/EROSION AND SEDIMENT CONTROL PLAN (WP02009-00074) • ALBEMARLE PLACE/ROAD IMPROVEMENT PLAN RT29 AND HYDRAULIC ROAD (WP02008-00068) U.S.-MZn` 29 - (SBL) _ ALBEI`\4A ZLE PLACE TOWN CENTER/ACSA OFF-SITE SANITARY SEWER PLAN U.S. ROUTE 29 - (NBL `-- _ ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN (WP02010-00023) --0 VDOT ROAD PLANS FOR STONEFIELD BOULEVARD. (TO BE SUBMITTED) ULTIMATE PLAN EXHIBIT • PRIVATE ROAD PLANS FOR INTERIOR STREETS. (TO BE SUBMITTED) SCALE: 1"=400' • ACSA ON-SITE SANITARY SEWER AND WATER PLAN. (TO BE SUBMITTED) . 3.. A REQUEST FOR VARIATIONS TO THE ZMA WILL BE SUBMITTED UNDER SEPARATE COVER. 1 FIRST ROUND COUNTY COMMENTS RU 4/25/11 DESIGNED BY. PROJECT: SET REV. NO. �rx �= PS ALBEMARLE PLACE -PRELIMINARY SITE PLAN ENciwEERs DRAWN BY: AMENDMENT FOR BLOCKS A, B, C, D & E SUR'.VEYORs To ALBEMARLE COUNTY, VIRGINIA. DRAWING NUMBER: � PLANNERS - TITLE: _ -01C. N. 1 - � DIHR COVER SHEET C ®`� AsSOCIATES BY: RU �a,�, j `" �'��'� -PO Box 4119 3040 Avennore square PL - SHEET NUMBER: Lynchburg, VA 24502 Chadettemille,VA22911 WWA NUMBER: FILE NAME: SCALE: DA7E: Phone: 434.316.6080 Phone: 4434.984 2700 H: AS SHOWN '� "ANAL 208026.36 802636C_CO1.dwg 3-21-11 t of 20 N0. SHEET REVISION BY DATE N0, SHEET REVISION BY DATE wvnv.vnvausociates.nett V. N/A 0) 31t _0 � C�) I (i �O n _(.0 2� co __� 0) �: -10 ___1 0 r_ .2 (J) *3: Q) 124 4.1 C Q E _TJ C Q) E `< r_ -�2 CL Q) :t-_ 0 ?_1 ri -�_: .§ ql-) Q. (4D n (6 �� 00 0 N I--- 0 () -2 CL Q) C a E 0 -0 ZZ (O �i 00 C) CN I—, 9 Albemarle Place August 13, 2010 I . . I . � Amendment: X I . PROFFER FORM I 4. in I 1 , Withl. six (6) months after theNoticei's split to.thieDirector,.or within sixty (60) days . 11 I .. , . I . � I � I � � I . . . I I Rotit�29,H�draulic:R6ad,CoffimonwealihDi.�iVi��,,ln4�Greenbrier,�Dri.ve) dintersectional I ,, _ . 'Pa I � 1 after. executionof the:City Agreement, whichever is later to occur, tile, Owner shall contribute � I I - . .itnproveiiieiitsass'ociatedtherowith, I I � . � � Date:, �July-'23,2010 I . I I . .1 . -,000,1000)i less aii3f Amounts c . � , ($1 ,redited by the City and VDOT to, the. Owner for planning . I � � 11 I . 11 .ZMA�# 2008-003 Albemarle Place 3,. � I � Cash Proffer, for Routp, 29 Regional Transp. qrtatiolu, , ',Tile: �Owiier, Will make .,a cash "I'll".. .1 I I ­ _ I Tax Map. and Paeal Numbers.: 061WO-0-;00410,6� 0611W0*046-019I30� WWO,0346- I . , 1. � - City, or wcombination thereof, The City Agreement shall sot forth.the. terms:of . and schedule . I I - 1, ,, 9 rpgj9Ti41 transportation 'contribution to the County for the MpOn9W)50 Phase 2 Route,2 I I . ­ ­­ , , _. I � I 1 02100, 061WO-03-00-0400, and. 61WO-03-00-025QO I � � I � 1. 1 to the attached proffers dated July 23, 2010 and the amended Table of Perm itted/P roh ibited Uses by in the -amount of'One Eurldred Thousand Dollars (.,100,000.00 . The Cash contribution �stody $ 1) Block (Appendix A to the Albemarle Place Code of Development), dated July 8, 201 0. Please refer to I , I skalt beniadc b the Owner within thirty (10). days upon -request by, the County, This proffer . I y , I I - ,64.694 Acres zoned Nelghborhood.Model District (NMD), Arid 0.3404 acreg4o be rezoned . The Board of Supervisors also approved the three modifications of the requirements of Section4.15, Sign I � I has beensatisficd, I � 1". . , I froin Commercial.(C-1) to Neighborhood. Model District. (NMD) � . I I I I I . 1 4. Cash Proffer for Cityof Charlottesville Traffic :Calming Improvements: The: Owner I I . I � 1. I I— - I 11 . Albemarle.Placic EAAP, LLC, a Delaware limited liabilit company, is the�fee simple. owner (the, � 11 - I � ly I . I , . . I shot . I contribute Ten Thousand Dollars: ($111.0,000.00), �to the City,of ,Charlottesville for the � . I by -the City of traffic ,cojmiqg�irriproveinents on SwansonRoad, Cedar Hill .Road. 1. . . 4(owne,O) of tax nialp parcels 061WO�03-00-019AO, 061WO-03-00-01911,0, 061WO-03-00-02300� . - - I .cons,truction. . . , I And other city streets intersecting Hydr4uliq,Road in thevicinity, of Albemarle Place. The 061WO-03-00-02400, and 061WO�03_00,02500 (collectively, the "Property")i which is,the . I . . , I I , . I . I .1 I I "Albemarle ,cash contribution shall. be made by the, Owner within thirty (30) days upon. request by the I SUbject of Zoning map arriendmentapplication numbe,y ZMA:2008-0013 known as � � I � , I � ''I . I - ­­­ ­, I 11 , _9 _ , .. I City. If the traffic calming iniproveiiients art not finplemented. by October 15, 2007, Place Amendment." . . . ,all 'Un,"P,eiidf,�l:ftt�ds���ilbe,r�ffind�,�d,toilie,.�own�flI The City constructed4be traffic calming � - I . , . I Purs"anito, Sectiolu 5�,,3,of the AlbPrilarla County Zoning Ordinance, the Owner hereby 1. I . I � I I I . I . I . . , � � uested the -orior ow , r of The; Prope, to. pay tile contribution: on improvements, And req - no .- hcontributi November 9 2005 but there at rio inimodiately Available records that sup � �ion was� C. I I � I voluntarily proffers the. conditions listed in this moffer statement which shall be Applied to the . . � . I I I - � � , r I - 11 I I � I � 1) I I . I � 11. , , .. . � - . ever, received by the City,, Upon evidence of prior payment of such funds. that is satisfactory . Property if the rezoning is approved by Albemarle County. These conditions:are: proffered as . I . , I I I I I . to,, the � Co'unty, tfte�..requirenients .of this Paragraph 4, shall bedeemed satisfied. Intlievvent pail of the rezoning and it is acknowledged that the conditions are reasonable. . I . the Owner bag not � - d � .. inty by March:31, 2010, the Owner . . produced suoh.evi. enc-� to the Cow . , . i , , . ­ I I . i The Albemarle Place proje I c, t, was originally approved by the County Board of Supervisorson , , . I . shall. contribute: the, funds to the' City within thirty (N) days of. 4,writtenreqPest, from the ' I , � � ' Qty�: provided that such re ade _ sooner thanApril. 1, 201.1i At the time such quest i's o no , , ., . I ­ I , . .. , T owner dated October 22 October 22,2003 as ZMA 2001 w007, Along willl proffqrs�from the prio I .,, 2003, and a Codc:ofDoNclopment prepared -by The COX Company dated October 15, 2003 (with I � , - I I . �m . � -1 � . I funds are delivered to. the, Cityp. the Ow.n.er s.hall provide .notice: of such: payment to the I , , I I I � - I I I . I . I I I Exhibit A to the Code of Development last I revised July 8, 20 1 0) (the "Code of Development"). County., �, � I I I The Code, of Developmentincluded an application plan (itic,"ApplicAtion AaW'). The I � . improvements the Property are collectively -referred to as the, "Project," I . 5. � I I I I I , 0 . Cash P ff6r foi- CharhittesvJIlle Area Tra ,ommercial Cor d it l 11 _ ro I'll ., - I "llsit("CAT). C I . r! ,or 114 nely I I propgsed.for � I I Service"t Upon the request. of the C ,shalt, c . _ I I olmjy2l the QW,ner, ,potdbute Twenty Thousand I . I .1 The term "Owriee�:as referenced herein shall include within its meaning the owner ofrecord and I . . . � . . "Code I I I � 11 . . I Dollars ($20,000.00) per annum. or an, arnount equal to twenty percent (20%) of the annual . eain o 'IS lcss'� f6f a period n6t,to cXcecdAve Years for s -i of. �uccessorsinlhlenst. The. terin'�Application�Plan".ref4�rs to Exhibit A. Thetern . ., ­ , I Developme "referstol�xhibit& These proffers amend and supersede the proffers accepted in I " . � 1� operating an&& ,maintaining fv d0dicot0.:1`JiT1iey Do$;, service to retail commercial 1. . I I ­ I .. I � ' CAT �`jijrley� I .At I 1. I � .. I proval of ZMA 200 1�007. conjunction with.the ap I I . � - . developments,.inctuding Albemarle !?lace, atongifhe� Route,29 Corrid9r, if the - . ­ I � . service'. is not placed into o er -date of issuance of the. first.occupancy permit for I I , ­ ,pAtionbythe .. I . . - I I I—. . . � I ared for convenience or reference The headings of the proffers set forth below have been prop , . � . 11 . at ulld . , . Alb ,. I .a commerel b i ing in emarle: Place,. then.th& Owner shall contribute. Seven Thousand Dotia�s (S7,000,00) per annuni, for a-:Oriod not to ex�ecd five years, to CAT for costs only a -ad shall ,not control or affect the meaning or be taken as Awinterpretation of any provisions . I I I I associa �dw . oppr I atingexist' g.0 . . -vice WAIllpm.arle Place, , A I I . .te in ., T bug route(s) tha�providc sel: . , if 1. � I of the proffers, I � . , I I , � I I . � � 1, Phasi g of Albemarle Place Improvements: The Owner shall phase.development of the I 1. a � I . . I . I I . . 1 6. , I I - I I Cash. Proffer for *Capital Improvements: 11 I ie �Owner shall cotittibute One Million Five I . ' .111, 1 I . - I Hundred Thousand Dollar& ($1,500,000,00), (hereinafter referred to .as the, "Total Project as follows: . � , ' Contributtion") to, the County. for the, purpose of:fund � ing capita � I i I mprovements related to I _: - I I ­ . ,Ai Phase 1: Phase. 1 of the Project shall be composed of Blocks:A, B, Q and D as showno,n , I . I � , I ­­� I , Aftmortle PiAc��, :The contribution shall be paid as 1161lows: (�) Three, Hundred and Seventy I . 1. 1. 11 it r .1 . FiveThoitisand Dollars, ($175,000,00.) shall be contributed to the, Cc nt5 within thirty (30) the A , it on Exhibit A�l attached hereto ("Phase, . _p a � I � . I pile. tion Plarij and as shovoi in more deta � .1 . , I I . � ' , I 11 I .. . � I � . , I -1 , � , . I I days afte the t finat:site: plan,or subdivision plot containing residential dwelling Units �is it 'Itis' 1 �), and shall includestreet and utility improvements,to sekve:tht, planned building � . 1, I I I I . � ". . ". .. r �... I I 1.11 . - . I. appro.vwd for Albeinarld, Now, (b) anadditioinal TIii-ce. Hundred and.S0enty Five Th"sand , sha 11 design Arid im provement§-colitaitiod within Phase 1. As part of Pbase.1, the Owner i . � I 1) ltati�(8.31715,000,,OQ),Ofthe!OiOIPOO�rI ti I I I � nty t h, 0 1 1 1 'bn on,shaAl be contributed t6the Con prio tot � e construct Albemarle Place Boulevard (also known as Fourth Stteet/Cedar Hill Road) � . � . . i I .. . I I " � - I . . . . 1. I I I . . - - I of ocoppancy for..jhe first resident vyclli g u it in Albemarle issu4nc of 4 cprtifi�qa Jal 0 n U . I ... : 0 .1.1 ... I C'Albemarte Place Boulevard'>) from.Hydraulic. Road to the point where Albemarle. Place . I . _te� Plam, A . , ousaad Dollars ($750,000-00 lof the (01lic remaining Seven, Hundred Fifty, T4 ) - e � d woste Bduleva�d.c(jtineotswiifithe..n�wpl4nni� , � m,,ntrance to theSperry Marine facility in 1 1 �. I I I I ,atd � I I , I I 11 . . ,Total Cluntfibutioti shall be paid on 6 pro rata basis of Three, Thousand, Dollars, ($3,0 00.00) the location shown,on the, Application Plan, and as, shownin more detail on Exhibit A71 � I , . I I . I � I I . �I'd t at toe I I iftio, o01,11ficAW8.o , � I . . I i6i dwelting umlt . ,f occupancy Are issutd: forthefirst two This first phase of Albemarle Place Boulevard shall include all:supporting utility . , �. I -1 I , . , __ infrastructure on such street, and shall be completed priorto issuance of a final .certificate: of I I I 1. I , � - .1 1- I 10 ,. plired for the next hundred Ififty (250 dwell ng: unit No a I' ional con#ibut e� ri I ) i 9� dut: io shall b ,q, I ' . , � . I I .1 . - � I I I - . - I D. I Construcii . on of the first phase of ccqpanc,yfor..aoyb-uildingsw.ithit!Blodks.A, ,1 I . , two hundtred.. fifty (250,):dwelling unit's. I � . I I ,. I 1, I I I Albe.marle. Placc Boulevard sb lbe.(ti�,�.modeoffipj��,to.whonitig,ponsttuct6d�iii..conformahqp I I I I I I , , - if, five: ��) years from the da,W of Approval � of the f I i I tst final site plan or, subdivision plat for .Ds appTpvcd. by the Virginia Department of Transportation ('VDQT") and the with the:pla I . . . . I I . I I on has. not..bc _n.folly paid, the balance of the r6sideht'1141 dwelling units,. tbo.Total 0ontributi , e � County Engineer has approved it,for v hicular travel � No more than: three hundred seventy . I e I ­ I � ' . I . ­ . . .1ot4lCoiritribut! shallbec ributed tothe, Countywitbinthirty (�O) days pponreqaest b�y Oil 001 ; � , 4housand (370 000) square feet of commercial space and one hundred seventy (170) dwelling I � _- . I . I , � I � � . I I the Count), If This fund. has not been exhausted b the County for t4e: stated purpose within . units tuay:bd constructed within the Project until the, remainder of Albemarle, Place I . , . I I I I . .. . ly '. � �flvo (S.) *-years fror'n'. the date th6 last contribution: is -mAde,:,all unexpended funds shall be Boulevard, is, constfficted to the�uew planned intersection with. U.S. Route 29 as shown on the I . I � , , , I I refunded to, the cAr,;,,,-r, . . .Application, Plan.. Notwiths riding anything to the contrary contained injhishvagraph�.I,A, I I I I the Owner shall be permitted toutilize,portion.s of the Phase 2 land (as shown on Exhibit I - . I I . � 1, I In dition. to.1he�foregging, after I I We h0ridred its have been I sue f�r illefirst fi ad building permi is , d, A) for the installation of infrastructure. to serve the Phase I building improvements to be , . � � I - � , A I . . 11, . " : )xil � in Albemarle P to the County. Three Awelling nnits wi lacc, the Owner shall I constructed in Block9A, B, C and D. � .(500) . I I . -pay Thousand Dollars ($3,000 00) prior to the. issuance �of 4 building permit for each new , I . I , . � � I '13, Phase �: Phosc�2-of the Project shall be composed of -Blocks Ej and Gr as shown oil tbe� . " . I I 11 � I :*Wentiat dwelling unkthefeafto I I I . I I Application Plan and as shown in: more detail on Exhibit, A -w I �'Phase 2"), and shall include I � . I 7 I %Coustruiction of ` R I I lim I ov�crricil(s :00 p, ate 29,. amid ItyOr"alic 'Road, At its Wo � 910 Pr . street And utilify.iniproyements to serve' the.planned building improvements contained within I I �, . I , � ..Q 1 I I I - . . n : impr v in expense, the cvv�li�__e 1-Iiiallplarij design, borld.,and co strudt travel. lane 0 0 ents to be I Ptiase2 As part of Phase 2, the Owner shall desigry and construct Albemarle, Place � . I I , TP9 pu' -�� :m 11shydrauile. Road and Route, 20 frontage. 'the design shall, be dedic,atcd Boulevard from tile point-w1wre it coriftects, with ttienew planned western entrance to the I � � . � . � . � 4 wi h i Thesubject �th f p submitte t e � Ir4t.- site, W0�r the Jnit of phase of Albcalarle,'Plam. i . �$pprry Marine, fa.wility north and east lbrough Blocks E,T and G to.the new planned I - � � I � � . .. ,, ... I I . I I I � � ne� - Exhil?it, F, "Short Term Route 29 Transportation Yrontage, huprov--i mts: are depicted by I I I . Intersection with, U,.S. Route 29 as shown on the ApplicationPlan and as showri in more I � I ­ � � .1 I . � I . I lffiprovei� � i�l ts,�', ounty In r�qujre these improvements to: be c pleled as a 'MC11 - -n�e C . 0111 Ory, detail on Exhibit A-1. This second phase of Albemarle Place Boulevard shall include, all . . I ��upt,)Oilihg.utility�iiifiastruoture on such street and shalt be completed prior to, issoanc�p, of a. I I I I . 1. I "...1. ­'te to .1 : I . 0 . - , , T I he construction of the subject . �prerequi.. the E suatwe & Any c�ktificatei f occupancy I . I ` . . � , final. certificate of occupancy for Any buildings Within: Blocks E� F and Gi Construction of I . � � . . . I ,mPtovernents.shall b�,- decriled comp]6W when they ar6toustr e ji , formance With the � uQt d1i con �� . ­ - � plans.approyod . VDOT find o ened to p bil - ­ .1 by �. I 1. . p u, IV, usoas approved by VDOT. ,, , the secondphase of Albemarle Place Boulevard,�Iliilt be deemed complete when, it is . .. I . I I . I � I . . I I . .. I I I , � . . . constructed in conformance with the plans. ap ,. Couh�y 8ligincerhas � � ,proved by VDOT.alld the thl$ N. . I I I I . I � Con traction ,of Off,site�.Improvemenfs:�, Vpon request by thez County or :as �provided � I I . :approved it.f6r vehicular travel. NotWithstanding-ailything to. the contrary contained 14i Paragraph 113, the�Owner siaall be permitted to util ;4epor s of 1h. Phase 2 load (as shown . I I �. I I i tion, , I � � herein tbic Owne ,�, shallplan, d esign,bond and'd s'ti-'iiet.6ff�§it6.'tr4M�i),t'taii(iii improvements � . ,,, 1. I - - , - in the Connity and thoCity, as4pleted W! Exhibit F '4.8.fiort. Term R-outeZr Transportation , , I I pri Exhibit 17A) for the installation of infiastructurc4oserve the. Phase. I buildin I � � � . 1, , I . I . , . ., , , , 9 ;, , � . I I I . ,the i 'b ty. . � Improyennents"; if rovement& are re i d tqj, n., constructe n_ . may require I mp ,quire � d th C u , , �, 0.1,e � I improvements to be constructed in Block A, B, C.,und�D, . � - I , . � 1. ,..O, I � . I these im1provernents- to, be completed:�s �A, prerequisite t i spance of any certificates of . � a the. s � I I C a Id I , ,. _ . . � I I . L n scope improvements and .associated street5cope improvements to S000 tile Planned, � I I I : I loccupanc)y Construction,shall be,deemed complete wh6h, the iniproVements are.c tructed . :in confof,niande withAlid plaiig, apt � d bl. VDOT dad opened to public use as,approved by buildilig,improvement �ontaincdW.ithin,c,whbjpc.,k,�hqtlberevj�w�4,,I��thotim 6 finalsile I . I . I � " 1, . I . I Yom, I . plan.revi,qw for Pad block. The Project sha I havea consist t y designed and planted en I , ' I I . I � I I I I I � � . . I I � I I � I I � .11 I I I I streetscape along RoPte19and,Hydraulic Road. I I I ,� I � I . I � I I '. I , csf Quadrant: of the � � A. Off-site 1tuprov1pralents in the County pt ,title Nlorthw _ , . I ,:2. C muninio Development. Authority Pirti 4pation; Upon request by the County, Ilip . 10. I I - . , . . I I . , Tlydiraulle Road/Route 29 Intersection. - The gi & " -1 plats and construction docuinients tot oft -site. improvemeAts,iii the County:sl 11 be! fraw witif the first filial . Owner shall, petitio to and con ent lo�pll tax, map. parcels used' for tion-rosidential purposes, - 11 A ,r s - e . I I � I � . I I I siiep)laal for Phase I PfAtbejnari� Plam � I porticipatin in ,a Community Development Authority C'C.DA"), established pursuant toi .9 . .� ,. I : I 1. . I I . I I I I 11 .. , . I I I � I I � � I � I Section,15 24142,et seq.,of the Code of Vi ' ia C�Code') to, be created for the puipow of . . rgin . I., , . . . I implementing Route, 29 regional transportation impro,vements,. inetuding, but nat limited to: ' . I . � I :, 19, Off�sifvl Impro ements in the, City at.the'Northeast'Quadrafif of the,'Hydriulle I ,v, .11 I . � - , . � I I I . . . . I : .1 � . . I I , I transportat on: .improvements within� the, "Super Block" (the geo,graphical.arpa bounded by I i � . �. 11 I : Roa&Route 29 Intersection (numbered items 4 -and 11 on E xhibit F). The Owner shall � . - . stibmilt, the, engineeti-lig, plats And opnstriuctiog documents "Plans") for thp� I I ,(the . ity of Charlptiesvilte. to thp� City, of Chat , b��svillel wit Ii. I sixty ( ) immoyenients in lhc� C ` , I I (19t h n 60, , . I . , I - 1 1 FIRST ROUND COUNTY COMMENTS NO, SHEET REVISION RU � 4/25/1 1 BY I DATE NO. SHEET REVISION I . I �. I I I I � . I days after tile first final site plan f6k Phase 1 of Albemarle. Place is submitted to the. I I � County,, The Owner shall. diligently pursue Approval of the Plans in the, City., If the City&I I . - � I . does not approve the. Plans within six (6).nionths After the first filial site plan for the first .1 I . I I .1 I.. I . . 1. . I I .1 phase of Albe.marle.Place is approved by the County, the Owner shall not be requited by I . , I . . � I this, proffer 16 construct any improvements for which approvals have- not been obtamed. , I I The. Owner shall not be required by this proffer to acquire or otliQrwisel pay.for right.of way in the City for, these improvements. If the, improvements are required to be constructed the Owner shall complete � I I � ­ �) � I � I I construction of the improvehients for which right of way is Available within twelve (12) ,months, after thf-- Issuance.of the, first certificate of occupancy Within Albernarlo, Place, I I Construction shall hp deerue4 eoffiplete� when thp imp ts ,are . I I I rovemen . constructed in conformance with the. plans approved by VDOT and opened to public use, as approved by I VDOT. This,P4ragraph 9(B Is- ect. to the terring of Paragraph 14, "Substituted Transportation . � � )f subj.- 11 I � . 1, . I Improvements." 9. ReservAtion And .Dedication of land 'for Regional Route 29 and Hydraulic Road . I .. � Intersection Improvements: The Owner shall reserve for the futilre, dedication to the Commonwea . I . ,th.of Virginia certain, land onthe, Propertyin the County for certain sho.rt;-term. 1. . � I I I I . , , oan portation improve . ments for tile: Route 29 an Hydraulic Road intersection (the "Shortm sl I ... d , . Term Route 29/Hydraulic Road Improvemen&') as follows: (a) the: land shown as'Wrcel A . I . 1 .6,5 1 1 1 S.F.",onthe plat of Kirk Hughes and Associates dated March:3,. A09 ' last ,revised 11 March 25, 201.0 which plat is attached hereto as 'Exhibit H, and (b) any portions, of the I ,� � I I parcels shown as "Parcel One Future, Right of Way !,I I7 Sx.," "Parcel Two Future gight of .1 . . . I . I I 1. . �, Way 9,079 S.F,," "Parcel Four Future Right.of Way 1,660 8,F,," and.'Tarcel Five Future , I .11 . . . , _ Right of Way.790 S.F,,," .on the. Official Map adopted by, the County on December 2, 2009� a copy of which Official Map is. Attached hereto as Exhibit I., that are -required by VDQT for . � 11 the. Short -Tem Route 291Hydr0ulid Road Improvements (collectively, the "Short�Term � Improvements Dedication Area"), pro ided, however, that the subdivisio - I . I v . I , ft plats depicting Thp, Short -Term Improvements D I edication Area Are subject to filial approval by the County I I I . . I I Department of Community Development and that the precise boundaries and size of the I I I � Short -Term Improvements Dedication Area.1 , nay be Adjusted accordingly. I I I . The Owner shalt dedicate. the ShOA-Term Improvements 'Dedication Arco to the I Commonwealth of Virginia in fee simple by October 1, 2010, or within thirty (30) days after . I � the County approves .the subdivision., ,plat neces-mry to dedicate the . Short -Term I I I I mprovements Dedication Area, whichever is first to occur, in addition.to,the dedication of � � . I the, Shoyt-Term,Improvvinents Dedication Area, the Owner shall dediclateard. convey all, I necessary drainage and construction casements for the Short-Terin Route 29/Hydraufic Road ' Improvements. If the Short -Term Improvements De�dication Area is,not dedicated and , I � conveyed as part .of vsubdiVision,plat, the Owner s1ball pay all ,costs of, surveying ,and �. . I I preparing legal d6cotnents ,in a form acceptable to the Office of the Attorney Generat � - " I necessary to dedicate and, cony the SItpil-Term ImprQ1veMcnts.Vedicafio3, Area land, . . 11 ley - � I . � � , , I . I I After dedication and.until the. -subject regi . onal transpotlat I ion improvements ate funded for co struction, the� Owrilershalls At the ie.quest of the C'ounty� Ind with, !he consent of the ., I Commonwealth of Vir- inia, maintain the Short -Term: Improvements Dedication Area: land until requested by -the County to no longer do so, providiQd the �Owner is granted the fight to - . . I � I � the, exclusive use of the land for landscaped open, spacte, a pocket park-, temporary parking, I . . I � �., I fe.neing, signage,utilities or other purpose as may be ap -0 al:site� plan for the I � � � �Wi . first pliase of Albemarle� Place Upon being requested lby the C un to va to ger m intai ty , a ,,, in the land, the Owner shall cease aft use of the land and remove all improwments established I I . I I .1 I . � I by the Owner that the County requests be removed. In the event that the adopted design for futurepublic intersection impywe aents does: not - , I require the utilization ofall of the Short-Terill Improvements Dedication ifea land,. upon,the I I . , . I � � I . I Owii,Ws request, the:residuat portion of the dedicated land shall be transfcted to the Owner at no expense to the.Owner. The,deed(s) ofAedication for the Shcut-Tcra Improvements Dedication Area r . .pay provide for such conditions. 10. Reservation and Dedication of Additional Land for Route 29 and Hydraulic Road I I ., . I , , . I I . Inter ection Improvements: The Owner shall roscive� for future dedicatonto the County - I , I 11 . sul�jqct to the conditions � herein below certain Additional! land on the. Pro ,trf'or the d6t of � . . I . I p� I . � , way for, future Hydrau ic Roadand Route 29 rel te negional transpo. taton, improvements , '. . . (the "Long-Terin Route 29/Hydraulic. Road Improvements") as follows: �a e I I �) 1110 ar a Shown as "Parcel Al 1,432 S.F,"on Exhibit H; and (b) any. portions of the parce)sshown oil Exhibit � � . I that were not previ . dusty dedicated to the� Commonwealth of�Virginia br the Short.Term � � I I Routo*29/11ydraulic Road Improvements pursuant to the Paragraph 9 heyeiije ollective-ty, the I I I . �. 4�Long_l Term Improvements Dedication Area") provided,, however, that tb(� sAdivision pl.ats , , � . depicting, the ,Lo,ngrTerm Imp ovements Dedication Area ,ire subject to finRl approval, by the . . I I I �. I I , � I � . , . County Department of Community, Development and that the.precise. bourdaries and sizc� of I . . tbe,!Lolig�-Term Improvements Dedication Area may be a1djusted according�y. I . The Owne. shall dedicate the Lorlg�T6rm Improvemenrils De ication Xea,tp the County, within ninety (90) days after thp County's request for �,s,uch dedication,and such dedication, . . . . � shall include the dedication and conveyance of all mec'essaty drainage and construction , I I easements for the� Long -Term Route 29/Hydr proypinents. If the'LQng-Term. . Improvements Dedication Area. is not dedi I yed as part 3ubdi i ion plat the � Owner shall pay all costs, of suivpying .and preparing legal documents .in a form acceptable to the Count Attorney's Office necessary to dedicate and convey the Long�,Tcrm� . Improvements Dedication Area. Unt � I the Long -Term improvements Dedication Area Jand is d dicatpd, the Owner shall. . I ... � - � . maintain the land and shot .retain, the right to the exclusive use of the land for landscaped open space, a pocket, park, temporary parking, fencing, utiliti I eg or other puTposes as !nay be � approved with the first final site plan for Phase I of Albemarle Place, The conditions 0.0besubject reservation and dedication[ shallbe As follows . op �J;�.",', ,�� V-4 _e_____.,0__>1 't _­ � � ­ � ___ 1 44 - P., 0 - Z��– // , — ;4 - � .11, G — 010NAL BY DATE 4 � 1. . . 1. I . (a) In tho,evont. that the Adopted design foi;ffiture public intersection impirovembrits doesilot I � require the otitization:6f allof the Long-Tenrilm rovernents..Dedication Area I I I .. I , I . I p I 11 a4d,upm I I request of the Owner the residual portion shalt Wrelease . ; I I I I I ,,, , 1. .1 I . I ,d, by,I;lic, Qounty,from the I reservation or, if the. land has been dedicated,, upon request of T I he Owner title shall be I I , I 1, . . I . . , I I transferred back to, �nd fbir the use of, the Owtict at noexpense to.1 Owner. The. deed(.0 � � . f dedication for the Long-Terin, Improvements Dedication Area may, provide f6r Such . o .1 � � I I � . . I conditions, � I . I . . - I I , (b) The design andconWuction of the Long -Terni Route. 2911-lydraulic Road Idiprovernents . I . I 1. : shall substuntiallyrnaintain, the aecess� fUnction, and continuity of:service.of the,planned :� intersection of ,Swanson Road (Extended) .and existing Hydraulic Road into% Albemarle. � I I I , I Place at the .location. of the existing Swanson Roadand Hyoraiflic.koad intersection; I I I . , , I . I ., I � . I I , . � I otherwise this proffer becomes null and void. I . � 1I., $4guallization of, liydraulic Road and, � I 111. . I be � I , , I Route 29 Intorgectiong.- The Owner shal. , I I I responsible for.trAffjo sign6lization improvements m followsli . I . , � � � . � . I : . . . I I I �.., 1 I � A. The Owner at its expense shall engincer,bond, and construct traffic, gigriAlization . I I I I I I . � : � improvements at the int(,nection of Albemarle Place Boulevard And Hvdraulic Road. The : I 1. . . I traffic. signalization improvenlientsAt this intersection shall be constructed wlien the County � .1 I � orVDOT request installation of such,:buf in any e ntpriprt the issuance of acertificate of � . I .1 I I..., , , , , " 've 'o - '. , - , - . � I :"I ., , , � occupareyfor Any building in Blocks A, B� C or. D, provided that such signal is warranted' by. : . I I the traffic volumes or is otherwise approved by VDOT, : , I . Bi Owner at its expense shall engineer, bond and construct traffic signalization� 11 I . . I � I . I I I , improvements at the intersection olf-Albomarle Place Boulevard and U,S� R oute 29, The I I traffic signalization improvements at this intersection shall be constructed when the County . 1. 1. or VDOT requestifistallation. of such, but in any event prior to the issuance of a clertificate. of I I � . I occupancy for any,, building in Blocks E, F or 6. vrovided'th suc 19114 ,4 by the, . . I I I .1 j � I At h s . t i4.w.arrante traffic volumes or is otherwise approved by VDOT, provided thatpuch.jftnal is warranted by I the traffic volumes or is otherwise-apprqved by VDOT. � I - . - . I I I . I I . I . 12. ConitnonWeallh Drive eomnecti6lu: Upon:de ' of the C6vnty, but.we , . I mand , � , ,_ Artier than the , . I I . I I issuanmQf a building permit for any buildin w.ithin.BlQpk.F,t�cOwupr5hall,reserveright� 11 . . I 11 11 9 I , I . I of- ay alon I I, k F of the Pr perty for a fut - W gthp.northeri edge of the parking 'lot in Bloc ­ � 01 , ure ­ . I � - . , I I street connection to Commonwealth Drive through the "Coindial Property�'((TM 61W�348). I I .1 The future connection will be a two lane facility, � I I I Upon the request of the County, the Owner sballeng imer, boad. ondcoristrupt . both the onm� site arid the.off-sitevilions of the connection to Commonwealth Drive on the� "Corudiol . I . - I . .. I I I . Property" provided that casements and acquisition . of right-of�way as may be necessary1f6i such construction for the connection throng . h off-site properties for this. improvement have.. been granted'at, no. cost to the Owner, and the. request for such, connection through the off�sjte I I I .. I � property is made by the ( ,'ounty prior t f ,,o October 15 2020 U rithor�quest.9fthQConty, 11 . ... � . I > I I : i .V0 I �. .. u the connection shall be completed by the Owner within twelve:(12) months from the date. of . . I : ­ . I I I I � 1. I I . I I . I satisfaction of the conditions,as. set forth above, � I I .r Original Proffe ,1 August 13, 2010 I . . I . � Amendment: X Williams Mullen - Valerie Long . . � 4. in I 1 , Withl. six (6) months after theNoticei's split to.thieDirector,.or within sixty (60) days . 11 I .. , . I . � 321 E Main Street Suite 400 � Charlottesville, VA 22902 � 1 after. executionof the:City Agreement, whichever is later to occur, tile, Owner shall contribute � I I - . I I . a. portion of the:Owner's Contribution to the City in the amount of One Million Dollars RE: 2MA200800003 Albemarle Place � I . I I . .1 . -,000,1000)i less aii3f Amounts c . � , ($1 ,redited by the City and VDOT to, the. Owner for planning . TAX MAPIPARCEL: 061WO-03-00-019AO,061WO-03-00-019BO,061WO-03-00-02300,061W0- 03-00-02400, 061WO-03-00-02600 . and Oesign)volrk, on the Par graph $(0) Improvements (the "Net Contribution'). The � 11 . 4 1 1 , 11 � Net I Contribution may be.in the form of cash or a letter of credit issued by a.bank Approved by the I I I � ­ . �, I . , . I . Dear Ms. Long: . I City, or wcombination thereof, The City Agreement shall sot forth.the. terms:of . and schedule . I I The Board of Supervisors approved the above referenced rezoning application on August 4, 201 0 subject for draw down of file Net Contribution,, to the attached proffers dated July 23, 2010 and the amended Table of Perm itted/P roh ibited Uses by Block (Appendix A to the Albemarle Place Code of Development), dated July 8, 201 0. Please refer to 5,,, In the event that the Substituted I provernents Project is termin d, or, has'not I . .1 I I mI I I - .ate I these documents for any future applications and requests on this property. . . . I ,otherwise been completed (as described herein) within thhtyv-six (36) months after tile City I I I � I The Board of Supervisors also approved the three modifications of the requirements of Section4.15, Sign I receiVes-the X0 Contribution (N, ic h t hirty-six(M)nIonthn iodmaybeextendedby Regulations in the Albemarle County Zoning Ordinance�as follows: I . . I I r - . . mutual agteeiftent of the Charlottesville City Manager and the Albemarle County Executive), , . .1 I . And upon *the Cit .1 i n I 1, y's refunding of the Net Conft budo. tollie, Ownerpurstualitto the City. Agreement, the Owner shall forward funds equal to Five Hundred Thousand Dollars ' ,�$5100,000) *to thc�, County for funding transportation improvements in the I vicinity of the 0 ' S. 11 � Rotite.29,111 I ydraulic Road,intersection identified in the County' I s Capital Improvements . I., I I I Pro,gram, In Ili c en suctiTu s bay not been expcilded b I , , I P, v� ,t ,, , no �. e y the County .for the stated purpose within ten (I 0), years from the. date the funds were contributed to the County, all I . � I � I .1 I - 11 , I . . � .1 . . unexpended funds shall be refinided to the Owner. Construction of the Substituted I . I . Improvements Project shall be dcomedcomplete When:the improvements are acceptedby the :appropriate public entity or Are bonded forthe entity's acccptanco, I , I . . I 6. Notwithstanding the prov*mion.s Of Paragraph 14(13)(5) herein, upon the City's reccipt I I I I I of'the Net Contribution, the Owner shall be relieved:of any obligation to construct' the , . � Paragraph 8(B). Improvements. I .1; I I � WITNESS"the following signature-, I � I I . . . L . 4 i I I . I I . . I I 11478?"P . 0 . C : . , . , L I t3, Otbe - "Suncr Block" Street Connections:, The ,Owper shalt reserve land and grant 11 I I I- I ' .11, . � construction and permanent access easements or right. of way. �at no expense to the County for . I I I : � the I 4 purposes of 'futore.. construction (by others) of inter-pateel � street connectionswithin the � I I ; "Super, Block!' At the following loaationk 'First, Street (to west to Conunonwealth,Drive) � I 1), . . I I I � secon Street, (t west (Q Cquip alth. D e), TWrd,Stf e . (jo west to Com i. c , 11 onw, atili � Drive), Cedar Hill Road Extended (in Block F north to "Coindial Prpilerty.'% Fourth Streef � I (between Blocks F and G north to "Coindial Property'), Swanson Road Extended (to north 16 � '�Sperry Properfy'�) and:at two, additional locations into 8 erry Propertyt : I p � � I i I I I The locations for easement -or xi'ht of way reservation one . I " 9 . 'and dedication are: as g rally ' depicted on Exhibit A and labeled thereon as "Future. Extension," These casement or right of . � . . way, locations. shall be identified, platted and dedica 3, at the request of the County in . I �, ; � . . . Wrictioll wit I t ; ronj h subsequent siteplAn applica lons for Albemarle Place, . ., - . I � I : . . . 14, Substituted Transportation Improvements, I I I ., I I I , , .11, . � � � , . I 11 , A, fiflieu of constructing the iiii�x(i.veni�nts.refor6ticed.ii�.Patagraph� 8(B)_here1n-'whi6h . � . I Paragraph 8(B) refers to certain off,site improvements, in the City of:Charlott sville, at the I I I I I � I I . I I northwest quadrant of the Hy4lraulic Road/Route 29 intersection, andaisq other, I � I I improvements alon the Cit side of Route 29 between Hydraulic Road and Greenbrier � I I . I I y . . � I I Drive, which improvements are,collectively heruiti-after referred to,as the, "Paragraph 8(8) � Improvements",. the: Own.or may ,elect, hi,its, soladiscretion, 3, And on the tornisaod conditions . I , I . . . I . contained. inthis Paragraph 14, to contribute: cash to thc� City.for certain transportation . 11 I � . , . . improvemptit§ 14 the� City knowna's tlic"Rte. 25l/250 BypassIliferphangp Improvement I I I I I � I .1 1. . I I I . � I . I � , I 1. � Project!'Identified as VDOT and City project number 002.9-104-248 (jhe "Substitut I I I . I Improvements ProjecV). I . 13. IntbeeveniiheOwner��t�ot�iocontributo.,Oa�hio.Nv�it,dthe�SubstittitpOlinprovements I I I Project (the, �'Owrtor's ContributioWl) in fieq of collstr cting the Paragraph 8(B) I . , , � I I Improvements,, tile �following terms shall apply: I I I 1. , . i I I � I I 1. 11 I : 1, The Ownersha I jibtlf� the County's,'Ditoctor bfConiiiiunity Development (the I , I . I � ' . , "Direciof7in -Y,Vfitihg of its. electionwithin sixty .(60) days after the approvato.f the, first.final. I I . � site plan for Phase I of Albe xigrle,Place (the "No - 1). The Owner shall also spnd,a copy of . I I . I . . f 6W. I .1 I I the Notice to the City Development, Services Manager at the same time it is sdnt to the I I I i I Director I I I �� Tile $0 s � . 11 e tothe Director shall suspend theAcadline for the Owner , � , - I to:4ubmit the Plan (as'Tlarls'l is defined in,Paragraph 8(-Ei)) to the City, if applicable. . I _ . . I I I I I . I . I 1 . Thlb, Unto ''A' r?s Contribution to the S.ubs(ftut�d.,Iinp�ovpr4p,nts.ProjO�t . shall'te subject to a, written agreement , bel(Niveen,th , O,A,ner and t � : . e , he City (the, "Qify ; . 1. . r . I . I . Agreemenf)� Within Ten (10) days after full execution of the City Agree=41, the Owner, . - .. . I .1 I � I .. � .1 - _ � I . � shall provide a,copy of the City Agreement to the Director. I � � I I , . . AL13EMARLE: PLACE EA,AP$ LLC, I 11 I I - I a Delaware limited liability company 1. Use of Section 4.15,13 Highway Commercial (HQ), Planned Development Shopping Center (PDSC) and Planned Development Mixed Commercial (PDMC) sign regulations rather than those required by Section 4. 1 5.11 Neighborhood Model District; I , 2. Off-site signs by -right rather than by special use permit as otherwise required per Section 4.1 5�5 * (a) (1); 3. An increase in the maximum height of wall signage from 30 feet (per Section 4.1 6.1 1) to 58 feet, subject to the following condition - Wall signs may be allowed up to 58 feet in height; however, any sign over 30 feet shall be subject to the approval of the ARB or the Design Planner, as to placement and illumination. It is possible that a proposed wall sign over 30 feet may not be ' allowed to be illuminated at the proposed height or that it may have to be reduced in height to provide a more appropriate placement on the building. I 'Please be advised that although the Albemarle County Board of Supervisors took action on the ' project noted above, no uses on the properiy as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: � �* compliance with applicable PROFFERS, 's compliance with requirements of the CODE OF DEVELOPMENT; 0 approval of and compliance with a SITE PLAN; and .. approval of a ZONING COMPLIANCE CLEARAN . CE. 11 - ­ - . ... . .. ,Z., 4 � "', t.g ". e� �,� " ". . .,�,44i-.-�,..4;,..,��"";..�,.-�.-�:,,;�,.� - ,,,,,r�,,.., - N . � , - -, ­ ­ __ '' .., ..a _ - _,�, , , , � .. - ­� --E - "., �;Z?,7. 11 IaK;�'�,_,,�,.'�`_'_,_ ".., ,-, , - ,,,_., _... � "" `_ _. -7,­!-`,�%--,.,-., .,�-.',,,`,�'_- 1. � -�, IMI. - �N w . �,_ P'�';�,�'.�,,,�5f.�;,, �i� "� ': , 5,�." . `� - , r, .,,'�, � -,�,�,...----.,..-;��.",'�.�,.�,�,,.'5�f.�;,,-,.*, "_W,, ,; ., .., � ,'..M. , __.. � ".. �;�--t ��, " . -, ", �� ,. 111-- .. M."'N§ �','�",'.,?�.,;,�'.'.-"�,.�,,.i,�,�:��,-���m�..�?� �. .. . "-, _ - __ ".., � , , " -, ,. � -_ � - _ — ,- , �- - _� 'M,, �,n , A t m� _ ""M �� .. _ . , - 1111111"_- " " -, W__._ 11 ­ - , - _'..., , � � -11 " - - 1,; ��L -- ��474�,'V_ -.V.,L`,�, - � � . � _ " _ - ,�. jg,; - _� O.... ____ � I � , .. _ , ...... . - "., .— 01....,­�. 9 ", "., - - m_ ,_ .... .. ,-, ". r__ .. - __,, . ... . .. . 1, � ,.., ... 3_ , � �, !�, _ - ", - �.�. P. . ". 4,.,k.._�'�, -1 . " %,�:, , .-M, _ , , -1 - , �7 , �J 4 _1�1�,g�,,; � , , , ". ".., - M� ,,W_ -1-1-1 ... ­­. - .,.. .?,,�.� '1_- &�­M,­­ I—. I g4g,%�� ipp,�,-- --h. . � : 1411T 4 "'� 4 , �:: . - . , I " 11 , � I . ­ , '� '� ", �10 — j �"' I . - , .. _-,/�R.�,.,'�, lxW'� �� _ , *1 ` � ��..'� 1-1-11__ 11P gl. � ­.1 � I 11 . . � .11 . - , _5�'l , , , � ­­ ", � . , - 1�� ­ t � " , - f 1--`11 I ; ,15" 1 5_,_--,.-�,z - - - 1� I , -_F tU - i', ," � - 11 � �g il ��_ �� i" ,F- , - I ­,::.�r.��or.,�-�: " " ,.,�* , I _, .�i� 11.1 � "I � 1­-, ., ?11'81,,,� I M . , , - � i I I 1�11*,_�! 1011"i�__;, I �';, _� " I J - , .�.­, ".. " ­il . _,�Ii�­- � ". - I ,,, g�"M , _ ".. _�_U_'&,, ,'�, 11 . � .: . I , , , - .:. fl.", . t�! . 11 .. . yj� . .1% I I.; � � . � - - I � 0 . ; �� : � ;; ..... - q , - , - - I. �­ �-'l �� 2 .W� ",V'W ",".. "X,r,E��,:.­O'�-,, . 3__ ,- . - T _ �_�, _&&. . ,,, V � I'll _ ... __[ �_� ., - M - _ _., 5 "� - 7-7-77--�_'� - .� �� . a'. _� .... . . 5�_ �_`­_ W_ . __ "...il. T , . -1 IQM,�', I . "g, - 3�i -- -- , . - PIRMNW- 'i - I—' - 1; I"W"� F ". U �­��,_t,. � ,�` 'j,�".�ll.v.,-n;;")�-�,'-,.�'��P��,�,�,�.,zl� 1. 1� - � " �'�_��111` I`- .1% ,,t !, I 1� WX , A�4 plm �1. 1, 111. N __ �"­�,. , :.I I � ., A , 7 , ,,S�, r- ,I 1, I .. �.­...­_ I I �.- ;­ - . . I ��.?�,� 4 - -, , I ....... - I ...... . , , J — .. VP= Nl_ , k 11 .". 10 1'11,1�P;PWM5­�,�, �J 11, � . �4 11ef'e_11:1.,P,H � . &A I , '-_,�?,p , ,gnt . . . . . . ..;,,--.-,F ` _7gg _.. ,01, 5- .I- �t-,,§, _ I � .._A, -;�,� , " ­ . 90-11---Z, �,,,�`, fil; , i �'l 1 -�4 - � , �J,.,-f,.5:'� fll - , . - . .1 �,-�,�_g 1 �t RE _11-11 - _; -e-,-4 �� 1; - .; ** � '� ,� �' I- ", t � 11, , , *_, '. .1 -t- � - .1 11 0'� 1:1 I . - "' .. - . -74" ; ,_ I - _ .. . .. _� , , �F -, - - - I ig-1*­1­'1u` . , ". - � ,� , -flk-ff, �,�, � I ,. . - I- V1 ,; - _ " I , �ja I v - � _ - �)t,gffj- ----:9�_'MlrZ�., �-g Z, .. . . ._,n ,:: 'W" , �0 - , ;,,j,�� R m -g -g5, - R — "" _.' , , * � _ - I � .. �,��,N,�, -�;', i��';',--,��?','.."�"-.""',-, N I- gh! , ., ,�_��,i �.'M . 1-1421111, 4 I ,­­ * ­ . . I. " , ; , -.11-11-.; ... ­ ` 4", `A- W.%�W. � 1.1 - � ­' "?� _-111_-`_,i - - .,_*�`-11'il�;,.`,�.'_11' I— - , , , ", . _-, _ ,,,,��4 -1 I WOO .x I ­;-%%_­%, 00,-��,� zMW _ 111,z-;:-,. - �1� , . R ,�p , - I 11, :,k�. OEM, t WIT . _0 �- .11 A . Ell " . __ ....... � ­­ -.*1.'_ 1 IN na ... t�.�,;��,',�� �111 ,�, - , � I I I _­ I 9- � I ­­` �1"I'l,"', . I I I _ 1 4 . ,�l".�"I."�.",,-,-;-.�.-�""",- _'. " . ;. ­- ­ --�, rilr .. - 11, .. --, - .? .-,, . 1-,1_--_ .�� 10 . . , ,,.,��,.�,�.",--".,f�,�,;,."",�,',i,;,..,.�,!.", I NAMM, � � ", �5-7"� M I '�,,�T,�SY IN ..., 3 "ON. M--', -W. ........ 1� i ,t. .akq�.-E�,?,,�&, 11 �, ,gg, �,­,..., - �� ,�* � I , . I .... I - - -g .-� I R Nig,,g..21� _19'611 ,,, 1...­,_1i11i.:­M_ -� ­ -� . , - ,­ � 1; �_J�.ea. ,g - ,,, - ... � ­­ . , � �%� -11 '-'VW;' ",". I i ,,�In­­._Ik�,,�i ­_ ­ P. " __ - Z, '- , `_. _R,, . !."�117.�-�l-,,'�l'.��,,,�.�.'�. ,f-,- �_ , ".'% __ - ._1 � � � " � ­- �,�l,z�1.1��&�l;,-����",�l�.-V��.,tlj � ....... , T�.?�-,...��-!�%,,;,O_g i-,- -.� `�' - .'­,,� .v 1,1�;­: � ­ �, " � - � _�,­ , _. I � I , 91 . . 1-�11-1�� ,_.� , , �` - - ,_,� I '111 I � , Ng' i�,�?1'111�rl_21�1. -lr-. q M ­ �� ...... -.1, . I- I 1�1,� 1. ! ., ., 9, E_�., ; :!� --- ; 1�1_'-. .., , - r,- tq, .,S)*"A�",-��'F,-!_­� _ - �, I ­AVT�,�,',,.-,�', �,�, ­­N�2 , - 1-1-1. . ..., .1 "', ", I " . . - "A'W", , "I. � _ � .1 g. -, � � , – ..- _ I % � ��., .. ... 11, I .. � : . �4, 11. . .. � Rt'" �. ". 1� I , . .1 �: _,N�g! ­� ­=.*,� , 11 �, .... 1, - R r. ," -t'�' I -,�F�ft* - - , -.5 - T. T�' , ,�.. �,,,;., , - ,11- 11 � .. ; , ,,�, ".. 8, . - �­b- -- .��& = ­ 1. . � I, . ­­��?,� , I gaw I i . 1:11 11 - - " _ , w-A"'i, : =�� I ,1. ­§, FRW__�_� ��­ �_--.____ 1_! I :" 11. �,,� :::_111 I 1. APPROVED PRELIMINARY SITE PLAN LAYOUT AMENDMENT NARRATIVE: THE PURPOSE OF THIS PRELIMINARY SITE PLAN SUBMISSION IS TO PARTIALLY AMEND THE PREVIOU 05-0122 PRELIMINARY SITE PLAN. THE AREAS AMENDED IN THIS PRELIMINARY SITE PLAN SUBMISSION ARE BLOCKS A, B, C, D, AND E. THESE AREAS ARE PRIMARILY WITHIN THE TOWN CENTER SECTION OF THE DEVELOPMENT. THIS SITE PLAN DOES NOT PROPOSE ED PRELIMINARY SITE PLAN FOR ND G) OF ALBEMARLE PLACE. ED BY THIS PRELIMINARY SITE PLAN THERE WILL BE TWO STAGES; THE INITIAL PLAN AND THE ULTIMATE PLAN, BOTH OF WHICH ARE SHOWN IN THIS SUBMISSION. THE INITIAL PLAN WILL BE PHASED AND UTILIZES SURFACE PARKING. THE ULTIMATE PLAN, WHICH WILL BE IMPLEMENTED AT A LATER DATE, INCLUDES STRUCTURED PARKING IN PLACE I SURFACE PARKING SHOWN IN THE INITIAL PLAN. � AM I= A� ENC.INEERS SURVEYORS I PLA�NNERS AsSOCIATES PO Box 4119 3040 Avennore Square Pl. Lynchburg, VA 24502 Charlotteswille, VA 22911 Phone: 434.316.6080 Phone: 4434.984.2700 www.wwassociates.nett PS DRAWN BY. TO 01HR BY� RU WWA NUMBER: 208026.36 . - - t*c// 3 104 f I ��) PROJECT: SET REV. NO. ALBEMARLE PLACE- PRELIMINARY SITE PLAIN 1 AMENDMENT FOR BLOCKS A, B, C) D & E ALBEMARLE COUNTY, VIRGINIA. DRA VING NUMBE—R: TITLE: PROFFERS C-2 FILE NAME: 802636C-CO2.dwg SCALE: DATE: SHEET NUM13ER: H: NIA 2 of 20 V. NIA Fy ALBEMARLE PLACE AREAS: AFTER 29 & HYDRAULIC ROW DEDICATION WHOLE DEVELOPMENT (ACRES): 64.01 THIS PLAN SUBMISSION (ACRES): 43.29 FUTURE ROW DEDICATION FOR ALBEMARLE PLACE BLVD (FOR THIS PLAN SUBMISSION): POSSIBLE FUTURE ROW DEDICATION AT THE INTERSECTION OF ROUTE 29 AND HYDRAULIC ROAD: RESIDENTIAL USES: APARTMENTS: 1 -BEDROOM UNITS: DWELLING UNITS 2 -BEDROOM UNITS: DWELLING UNITS TOWNHOMES (2 OR MORE BEDROOMS) TOTAL: DWELLING UNITS EXISTING 2.09 AC 0.04 AC 65.07 44.27 163 112 215 138 122 122 500 373 GROSS RESIDENTIAL DENSITY (UNITS/43.29 AC) 11.55 8.62 NON-RESIDENTIAL USES: INITIAL RETAIL TOTAL GROSS SQUARE FOOTAGE (GSF) 609,923 398,939 SHOPPING CENTER TOTAL: (IN GSF) 426,908 308,939 COMMERCIAL(RETAIL/SERVICE/RESTAURANT.):348,413 230,444 CINEMA: 78,495 78,495 OTHER NON-RESIDENTIAL USES: AND MAXIMUM PERCENTAGE OFFICE: GSF 93,015 0 HOTEL: GSF 90,000 90,000 ROOMS 136 136 MAXIMUM NUMBER OF EMPLOYEES 500 450 RECREATION AREA: (IN SQUARE FEET) 31,437 31,437 (IN ACRES) .72 .72 % OF THE TOTAL SITE (AREA/43.29 AC) 1.67 1.67 *NOTE: THE RECREATIONAL SPACE REQUIREMENT IN CODE 18.4.16 O WAS MODIFIED AND REPLACED AS SPECIFIED IN THE CODE OF DEVELOPMENT. 2.25 274.5 GREEN SPACE*: (ACRES) 6.43 6.92 % OF' THE TOTAL SITE (AREA/43.29 AC) 14.85 15.99 *NOTES: CURB & GUTTER GRATE INLET -THE OPEN SPACE REQUIREMENT IN CODE 18.4.7 WAS WAIVED AND REPLACED AS SPECIFIED IN THE CODE OF DEVELOPMENT. C -DOES NOT INCLUDE TREE PITS WHICH ARE INCLUDED IN THE CIVIC SPACE. ..w.w,.__....:�.._�._............._�....M..:�...._.��.�.�....__._..._._..._...._., GFA CIVIC SPACE**: (ACRES) 5.00 4.94 % OF THE TOTAL SITE (AREA/43.29 AC) 11.55 11.41 **NOTES: 360 1 -THE OPEN SPACE REQUIREMENT IN CODE 18.4.7 WAS WAIVED AND REPLACED AS SPECIFIED IN THE CODE OF DEVELOPMENT. PUBLIC STREET, OR -CIVIC SPACE AND GREEN SPACE AREAS OVERLAP AS LIGHT POLE INDEPENDENT ENTITIES. SANITARY SEWER MANHOLE MAILBOX IMPERVIOUS COVER ON SITE: (ACRES) 36.70 36.22 % OF THE TOTAL SITE (AREA/43.29 AC) 85 84 PAVED PARKING PARKING DECKS AND TO BE REMOVED CP VEHICULAR CIRCULATION COVERAGE AREA: (AC) 17.30 19.67 % OF THE TOTAL SITE (AREA/43.29 AC) 39.97 45.44 MIX OF USE RATIOS: MIN MAX ULTIMATE INITIAL RETAIL 25% 40% 18%* 14% OTHER NON-RESIDENTIAL 20% 35% 23%* 21% RESIDENTIAL 25% 45% 59%* 65% *NOTE: THE MINIMUM AND MAXIMUM PERCENTAGE MIX OF USES SPECIFIED ON PAGE 7 OF THE CODE OF DEVELOPMENT APPLIES TO THE FULL BUILD -OUT OF ALBEMARLE PLACE. THEREFORE, THIS REQUIREMENT WILL BE MET ONCE BLOCKS F AND G ARE ALSO CONSTRUCTED. USE MINIMUM & MAXIMUM BLOCKS A -D: (IN SQ FT OF GLA OR UNIT COUNT) MIN MAX U LTI MATE IN ITIAL RETAIL 225,000 585,000 225,507 152,040 NON -RETAIL 180,000 455,000 222,095 222,095 RESIDENTIAL 250 475 250 122 USE MINIMUM & MAXIMUM BLOCKS E: (IN SQ FT OF GLA OR UNIT COUNT) MIN_ MAX ULTIMATE INITIAL RETAIL 12,500 85,000 12,500 0 NON -RETAIL 90,000 200,000 90,000 0 RESIDENTIAL 200 450 250 250 ULTIMATE PROGRAM (RESIDENTIAL USE IN BLOCK RETAIL NON RETAIL A 75,5_16 1_4,000; -. M B_ _ 51,231 - C68,760 -6'-'- 111,595= D 30,000 _ 90,066r-_ 250 BLOCK GROUP 1 TOTAL 225,5071 222,095; 250 E 12,5001 90,000! 250 SITE PLAN TOTAL 238,001 312,0951 500 INITIAL PROGRAM GLA / BY 1,000 USE IN BLOCK __ m _ RETAIL )NON RETAIL RESIDENTIAL A 49,6931 14,000 0 B 33,587 -6'-'- 0 C 68,760 111,5951 0 D 0, 90,000. 122 BLOCK GROUP 1 TOTAL 152,0401 222,0951 122 E 01, ol 250 SITE PLAN TOTAL 152,040j 222,0951 372 MISCELLANEOUS NOTES 1. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X", AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY 510006, PANEL NUMBER 0278-D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. . 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 4. HORIZONTAL DATUM: NAD --83 5. VERTICAL DATUM: NAVD 88 6. ADEQUATE STORMWATER MANAGEMENT WILL BE PROVIDED. THE FINAL DESIGN FOR THE STORMWATER MANAGEMENT WILL BE PROVIDED BY THE ALBEMARLE PLACE/STORNIWATER MANAGEMENT PLAN (WP02010-00023) AND IN THE FINAL SITE PLAN, 7. THIS PLAN IS TO BE USED FOR SITE -GRADING PURPOSES OUTSIDE THE BOUNDARY OF THE BUILDINGS, 8. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. 9. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 10. ADDITIONAL LIGHTING WILL. BE SHOWN ON THE FINAL SITE PLAN. 11. SOLID WASTE FOR TOWNHOMES WILL BE COLLECTED IN INDIVIDUAL_ UNIT CONTAINERS AND PICKED UP BY PRIVATE SERVICE. 12. ALL PROPOSED DESIGN IN THIS SITE PLAN IS SUBJECT TO FINAL ENGINEERING AND GRADING. PAWING SCHEDULE: TOTAL PARKING SPACES PROVIDED (SPACES): 3,103 2,214 TOTAL PARKING SPACES REQUIRED BY ORDINANCE*: 3,103 2,126 *NOTES: - IT HAS BEEN DETERMINED THAT THE THEATER WILL BE ALLOWED TO BE INCLUDED AS PART OF THE SHOPPING CENTER PARKING CALCULATION. - .�A REQUEST FOR A REDUCED PARKING RATIO IN BLOCK E2 HAS BEEN SUBMITTED TO THE COUNTY. THE TABLE BELOW REFLECTS A 1.65 PARKING RATIO PER UNIT FOR THOSE RESIDENTIAL UNITS. ULTIMATE PROGRAM USE GLA THE REQUIREMENTS OF SECTION / BY 1,000 PARKING RATIO REQUIRED PARKING SHOPrJiN-ENTER (INCLUDING CINEMA) 370,102 AS PART OF ZMA # 01-07 AND AMENDED ON AUGUST 4, 2010 AS PART OF ZMA # 08-003. 370.102 4.5 1,665 46 HOTEL: SYMBOL LEGEND WAIVERS TO THE ZONING ORDINANCE CHAPTER 18: UNIT COUNT WITH STAFF: UNDER THE AUTHORITY GRANTED IN SECTION 8.2, THE BOARD OF SUPERVISORS HAS WAIVED, ROOMS BENCHMARK VARIED OR ACCEPTED SUBSTITUTIONS TO THE FOLLOWING SECTIONS: 136 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND 136 .�..._.�..�.M..._.....-...�...�..._�.._�...��_.�.�......_.._.._ SQFT 4.2.3 LOCATION OF STRUCTURES AND IMPROVEMENTS: / BY 75 ......_� THE REQUIREMENTS OF SECTION 4.2.3 ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN _ -M1EE riN33 ROOMS ... . ...._ .. ._..._ 1,775 EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 23.6724 FIBER OPTIC LINE MARKER 24 RESIDENTIAL - - CENTERLINE OF ROAD 4.3 (a&b) TREE CUTTING: O FIRE HYDRANT THE REQUIREMENTS OF SECTION 4.3 (a&b) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN 122 2.25 274.5 Mi_ULTI-FAMILY (1 BEDROOM) FLAG POLE 51a 1.5 m76.5 MULTI -FAMILY (2 OR MORE BEDROOMS) CURB & GUTTER GRATE INLET 4.6.2 LOTS DETERMINATION OF LOT FRONT: _ 2........._...._.._ _0 MIULTI-FAMILY (AT 1.65 REDUCED RATIO) 4.6.6 LOT ACCESS REQUIREMENTS: C 250 1.65 412.5 ..w.w,.__....:�.._�._............._�....M..:�...._.��.�.�....__._..._._..._...._., GFA NFA (80%) / BY 200 �_ & OFFICE 90,000 72,000 360 1 360 TOTAL PARKING REQUIREMENT A.) LOTS MUST FRONT A PUBLIC STREET AND BE SERVED WITH DIRECT ACCESS TO A 1 LEFT TURN PUBLIC STREET, OR 3,102.96 ALBEMARLE PLACE WAIVERS, AGREEMENTS AND CLARIFICATIONS: GLA THE REQUIREMENTS OF SECTION ADOPTED BY THE COUNTY OF ALBEMARLE ON DECEMBER, 2003 PARKING RATIO REQUIRED PARKING SHOPPING CENTER (INCLUDING CINEMA) 284,135 AS PART OF ZMA # 01-07 AND AMENDED ON AUGUST 4, 2010 AS PART OF ZMA # 08-003. 284.135 4.5 1,278 61 EX SYMBOL LEGEND WAIVERS TO THE ZONING ORDINANCE CHAPTER 18: UNIT COUNT WITH STAFF: UNDER THE AUTHORITY GRANTED IN SECTION 8.2, THE BOARD OF SUPERVISORS HAS WAIVED, ROOMS BENCHMARK VARIED OR ACCEPTED SUBSTITUTIONS TO THE FOLLOWING SECTIONS: 136 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND 136 .�..._.�..�.M..._.....-...�...�..._�.._�...��_.�.�......_.._.._ BUSH 4.2.3 LOCATION OF STRUCTURES AND IMPROVEMENTS: �.... 5- ......_� THE REQUIREMENTS OF SECTION 4.2.3 ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN FZ ELECTRIC BOX EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION FO FIBER OPTIC LINE MARKER 8.5.5.4(b). RESIDENTIAL: - - CENTERLINE OF ROAD FILL CAP 4.3 (a&b) TREE CUTTING: O FIRE HYDRANT THE REQUIREMENTS OF SECTION 4.3 (a&b) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN 122 � EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION MIULTI FAMILY (1 BEDROOM) FLAG POLE 8.5.5.4(b). � GAS VALVE 4.6.1 FRONTAGE AND LOT WIDTH MEASUREMENTS: MULTI -FAMILY (2 OR MORE BEDROOMS) CURB & GUTTER GRATE INLET 4.6.2 LOTS DETERMINATION OF LOT FRONT: _ 2........._...._.._ _0 _... MIULTI-FAMILY {AT 1 65 REDUCED RATIO) 4.6.6 LOT ACCESS REQUIREMENTS: C GUY POLE THE REQUIREMENTS OF SECTIONS 4.6.1, 4.6.2 & 4.6.6 ARE WAIVED UNDER THE FOLLOWING 412.5 ..w.w,.__....:�.._�._............._�....M..:�...._.��.�.�....__._..._._..._...._., CONDITIONS: c GUY WIRE �_ & HANDICAP PARKING 1.) ACCESS WILL BE MAINTAINED TO THE INDIVIDUAL LOTS THROUGH ONE OF THE 0 0 FOLLOWING OPTIONS: ❑o HVAC A.) LOTS MUST FRONT A PUBLIC STREET AND BE SERVED WITH DIRECT ACCESS TO A 1 LEFT TURN PUBLIC STREET, OR 1 2,125.61 LIGHT POLE B.) LOTS MUST FRONT A PRIVATE STREET AND BE SERVED WITH DIRECT ACCESS TO A SANITARY SEWER MANHOLE MAILBOX PRIVATE STREET, WHICH IS BUILT TO THE STANDARDS SET FORTH IN THE OVERHEAD ELECTRIC LINE 0 SUBDIVISION ORDINANCE; PROVIDED THAT ANY SUCH STANDARDS MAY BE WAIVED OHU MANHOLE OR MODIFIED AS EXPRESSLY PROVIDED IN THE SUBDIVISION ORDINANCE. (NOTE: TO BE REMOVED CP AN EASEMENT SHALL BE REQUIRED TO ALLOW THE GENERAL PUBLIC THE USE OF NBC RIP -RAP THE PRIVATE STREETS AS A RIGHT-OF-WAY). PEDESTRIAN LIGHT MONITORING WELL 2.) WHERE PARKING FOR A, LOT IS NOT ON-SITE OR DIRECTLY ADJACENT TO THE LOT ON SANITARY FORCEMAIN NOT IN CONTRACT A PUBLIC OR PRIVATE 'STREET (I.E., A PARKING GARAGE), THE OWNERS OF THE LOTS SAN -- SAN WHERE PARKING IS PROVIDED IN A GARAGE SHALL HAVE PERPETUAL ACCESS TO THE NTS NOT TO SCALE PARKING GARAGES AS WELL AS A PERPETUAL RIGHT TO PARK CARS IN THE GARAGE. �I POST INDICATOR VALVE THE RIGHTS DESCRIBED HEREIN SHALL RUN WITH THE LAND. THE DEED, DECLARATION OBJ RIGHT TURN OR OTHER DOCUMENT ESTABLISHING THE RIGHTS DESCRIBED HEREIN SHALL BE -°- SIGN SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY. O.C. SIGN 3.) ALL STREETS AND ACCESS WAYS DESCRIBED ABOVE SHALL BE REQUIRED TO BE FT -1 STORM INLET UGE - BONDED AS PART OF THE SITE PLAN OR SUBDIVISION PLAT. u TELEPHONE BOX 4.6.3 LOTS YARDS ADJACENT TO STREET: DTV TELEVISION BOX 4.6.4 REAR YARDS ON INTERIOR STREETS: PROPOSED UGU 4.6.5 SIDE YARDS ON LOTS: 21 TRAFFIC CONTROL BOX THE REQUIREMENTS OF SECTIONS 4.6.3, 4.6.4 & 4.6.5 ARE WAIVED AND REPLACED WITH THE W TRAFFIC SIGNAL POLE BUILD -TO LINE STANDARDS ESTABLISHrD IN THE CODE OF DEVELOPMENT. ELEC ELECTRIC PVC 0 TREE 4.7 OPEN SPACE: EOP EDGE OF PAVEMENT THE REQUIREMENTS OF SECTION 4.7 ARE WAIVED AND REPLACED WITH AMENITIES AND REINFORCED CONCRETE PIPE UTILITY GUY POLE IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. -fl- UTILITY POLE (KHA) 4.11 .1 COVERED PORCHES BALCONIES', CHIMNEYS AND LIKE FEATURES: -0- UTILITY POLE (WWA) THE REQUIREMENTS OF SECTION 4.11.1 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM -4j- WATER HYDRANT 1.) THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT MAY APPROVE VARIATIONS WATER METER FROM THE REQUIREMENTS OF SEGION 4.11.1 USING THE CRITERIA SET FORTH IN LH SECTION 8.5.5.3(c), IF THE APPLICANT FOLLOWS THE PROCEDURES ESTABLISHED IN WATER VALVE SECTION 8.5.5.3(b). WV WATER VAULT 4.15.5(a) SIGNS AUTHORIZED BY SPECIAL USE PERMIT: (D YARD HYDRANT THE REQUIREMENT OF SEC -TION 4.15.51'a) OF A SPECIAL USE PERMIT FOR OFF --SITE SIGNS IS WAIVED. OFF-SITE SIGNS WIILL BE ALLOWED BY -RIGHT. f D YARD INLET 4.15.11 REGULATIONS APPLICABLE IN THE PUD DCD AND NMD ZONING DISTRICTS: 1.) THE REQUIREMENT OF .`SECTION 4.15.11 FOR SIGNS ARE WAIVED AND REPLACED WITH THE SIGN REGULATIONS IN `.SECTION 4.15.13 HIGHWAY COMMERCIAL (HC), PLANNED DEVELOPMENT SHOP SHOPPING CENTER (PDSC) AND PLANNED DEVELOPMENT MIXED COMMERCIAL (PDMC). 2.) THE REQUIREMENT OF `.SECTION 4.15.11 FOR A MAXIMUM HEIGHT OF WALL SIGNAGE OF 30 FEET HAS BEEN CONDITfiONALLY REPLACED WITH A MAXIMUM SIGNAGE HEIGHT OF 58 FEET INITIAL PROGRAM USE GLA THE REQUIREMENTS OF SECTION I BY 1,000 PARKING RATIO REQUIRED PARKING SHOPPING CENTER (INCLUDING CINEMA) 284,135 THE REQUIREMENTS OF SECTION 284.135 4.5 1,278 61 HOTEL STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. UNIT COUNT WITH STAFF: THE REQUIREMENTS OF SECTION ROOMS 32.7.2.8 SIDEWALKS: SITE PLAN TOTAL 136 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND 136 .�..._.�..�.M..._.....-...�...�..._�.._�...��_.�.�......_.._.._ SQFT_._�.�__.�.-...�.._/.BY...75-1- I 15 �.... 5- ......_� �_�.__.____ MEETING ROOMS 1,775 - . 23.6724 aH,..H . M...... . 24 RESIDENTIAL: - - CENTERLINE OF ROAD -2.25- PROVIDED LOADING SPACES 7{OWNHOMES . . . CENTERLINE OF STREAM/RIVER 122 � 274.5 MIULTI FAMILY (1 BEDROOM) DEMOLISH OR ABANDON HK 0 1 5 0 MULTI -FAMILY (2 OR MORE BEDROOMS) CURB & GUTTER _ _.__._. ._._ 0 ...w.w..._.__, _ 2........._...._.._ _0 _... MIULTI-FAMILY {AT 1 65 REDUCED RATIO) _ ._.._._... - X X X _ 250 1.65 412.5 ..w.w,.__....:�.._�._............._�....M..:�...._.��.�.�....__._..._._..._...._., _....GFA NFA (80%) _.... BY 200_�..._.....�w.,.� �_ ._.M...� ...:.:...,.. OFFICE 0 0 0 1 0 TO_rAL PARKING REQUIREMENT MAJOR CONTOUR 1 LINEAR FEET - - 1 2,125.61 NOT"E: • GLA IS GROSS LEASABLE AREA • GFA IS GROSS FLOOR AREA • NFA IS NET FLOOR AREA THE CONDITION IS THAW ANY SIGN OVER 30 FEET SHALL BE SUBJECT TO ARB APPROVAL. 4.16 RECREATION REGULATIONS: THE REQUIREMENTS OF SECTION 4.16 ARE MODIFIED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY B3LOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.16 (a&e) SWIMMING. GOLF & TENNIS CLUBS: THE REQUIREMENTS OF SECTION 5.1.16 (a&e) ARE WAIVED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.21 DWELLING IN COMMERCIAL AND INDUSTRIAL DISTRICTS: THE REQUIREMENTS OF SECTION 5.1.21 ARE WAIVED. 5.1.24 SUBORDINATE RETAIL SALES: THE REQUIREMENTS OF SECTION 5.1.24 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 32.4.1 PRELIMINARY CONFERENCE WITH STAFF: THE REQUIREMENTS OF SECTION 32.4.1 ARE WAIVED. 32.7.2.8 SIDEWALKS: SITE PLAN TOTAL THE REQUIREMENTS OF SECTION 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON DECEMBER 29, 2010 DETERMINATIONS ON THE APPLICATION OF THE ZONING ORDINANCE, CHAPTER 18: UNDER THE AUTHORITY GRANTED THE ZONING ADMINISTRATOR THE FOLLOWING SUBSTITUTIONS HAVE BEEN ACCEPTED: 4.12.6 REQUIREMENT FOR MINIMUM NUMBER OF PARKING SPACES: IT HAS BEEN DETERMINED 'THAT THE THEATER PARKING MAY BE CALCULATED AS PART OF THE SHOPPING CENTER PARKING CALCULATION INSTEAD OF USING THE SEPARATE THEATER PARKING REQUIREMENTS SPECIFIED IN SECTION 4.12.6. THIS DETERMINATION IS BASED ON THE CURRENT LOCATION OF THE CINEMA WITHIN THE MIXED USE TOWN CENTER AREA. LEGEND PR. SYMBOL LEGEND EX LINETYPE LEGEND DESCRIPTION A 75,5161 33,587 B ACCESS EASEMENT LINE _ C - - 152,040 ADJACENT BOUNDARY LINE , R/W - - .. _, ..w._..:..._..... 12,500 BOUNDARY LINE SITE PLAN TOTAL 238,0071 93,015 - CENTERLINE OF DITCH 8,000 I 15 FACE OF CURB 85,015 CONCRETE 20,000 20,000 - 11 51 CONC. CURB & GUTTER STORM DRAIN BM - - CENTERLINE OF ROAD 5.25075 PROVIDED LOADING SPACES . . . . CENTERLINE OF STREAM/RIVER HIGH DENSITY POLYETHYLENE GRATE INLET SQUARE C/C DEMOLISH OR ABANDON HK HOOK S.S. STAINLESS STEEL DIRT ROAD CURB & GUTTER INV --- STA EASEMENT ( HANDICAP PARKING - X X X -=X FENCE STANDARD ll� GAS GAS GASLINE STL LEFT TURN C.L. CHAIN LINK GUARD RAIL JUNCTION BOX SW - 400 CMP MAJOR CONTOUR LF LINEAR FEET - - STORM WATER MANAGEMENT MINOR CONTOUR lid SANITARY SEWER MANHOLE OHE - OHE OVERHEAD ELECTRIC LINE 0 DRAINAGE MANHOLE OHU OHU OVERHEAD UTILITY LINE TO BE REMOVED CP CONTROL POINT NBC RIP -RAP TC PEDESTRIAN LIGHT SFM SFM SANITARY FORCEMAIN NOT IN CONTRACT STREET LIGHT SAN -- SAN SANITARY SEWER LINE NTS NOT TO SCALE imil,Y._.. STORM DRAINAGE PIPE DIA RIGHT TURN OBJ OBJECT TREELIKE -°- SIGN DUCTILE IRON PIPE O.C. UTILITY EASEMENT © STORM INLET UGE UGE - UNDERGROUND ELEC. POLYETHYLENE WM UGT UGT UNDERGROUND TEL. COMM. PR. PROPOSED UGU UGU UNDERGROUND UTILITY ELEVATION PS W W - WATERLINE ELEC ELECTRIC PVC POLYVINYL CHLORIDE LIMITS OF CONSTRUCTION FIRE HYDRANT N WATER VALVE YARD INLET © DUMPSTER APARKING COUNT ULTIMATE PROGRAM GLA GSF LOADING REQUIREMENTS RETAIL OFFICE A 75,5161 33,587 B 51,231 _ C 68,760 152,040 EX OR EXIST , R/W _..._ ....._..w._....._.,w.:....._._.._.._..._. _.., E .. _, ..w._..:..._..... 12,500 _.. __.. _. 93,015 SITE PLAN TOTAL 238,0071 93,015 - 8,0001 8,000 I 15 FACE OF CURB 85,015 __..,..230,007; / 20,000 20,000 _ 11 51 4.25b75 STORM DRAIN BM BENCH MARK REQUIRED LOADING SPACES € 12.5 5.25075 PROVIDED LOADING SPACES BK 28 INITIAL PROGRAM GLA _ LOADING REQUIREMENTST RETAIL, A 49,6933 B 33,587 C 68,760) __._...._m.._......___............_...._..._.-__..._.._m.M.._. D __.._..------- .. 0:...) SITE PLAN TOTAL 152,040 EX OR EXIST - 8,000 R/W 144,040 BC 20, 000 FF 7.202 + 11 REQUIRED LOADING SPACES 8.202 PROVIDED LOADING SPACES I 15 PR. LINETYPE LEGEND W W i i � ' li• i• i• i• i AFF ABOVE FINISHED FLOOR EQPT EQUIPMENT RT RIGHT AHD AHEAD ESMT EASEMENT RTE. ROUTE ARV AIR RELEASE VALVE EX OR EXIST EXISTING R/W RIGHT OF VNAY BC BACK OF CURB FF FINISHED FLOOR SAN SANITARY SEWER BF BLIND FLANGE FOC FACE OF CURB SBC SOUTH BOUND LANE BLDG BUILDING GALV GALVANIZED SD STORM DRAIN BM BENCH MARK HC HANDICAP SHC SEWER HOUSE CONNECTION BK BACK HDPE HIGH DENSITY POLYETHYLENE SQ SQUARE C/C CENTER TO CENTER HK HOOK S.S. STAINLESS STEEL C&G CURB & GUTTER INV INVERT STA STATION CIP CAST IRON PIPE IPS IRON PIN SET STD STANDARD ll� CENTER LINE IPF IRON PIN FOUND STL STEEL C.L. CHAIN LINK JB JUNCTION BOX SW SIDEWALK CMP CORRUGATED METAL PIPE LF LINEAR FEET SWM STORM WATER MANAGEMENT CO CLEAN OUT LT LEFT TBA TO BE ABANDONED CONC CONCRETE MH MANHOLE TBR TO BE REMOVED CP CONTROL POINT NBC NORTH BOUND LANE TC TOP OF CURB CY CUBIC YARDS NIC NOT IN CONTRACT T; P TYPICAL DEMO DEMOLISH NTS NOT TO SCALE UG UNDERGROUND DIA DIAMETER OBJ OBJECT UON UNLESS OTHERWISE NOTED DIP DUCTILE IRON PIPE O.C. ON CENTER W WATER LINE DIST DISTANCE PE POLYETHYLENE WM WATER METER DWG DRAWING PR. PROPOSED WT WATERTIGHT EL ELEVATION PS PLANTED STONE FOUND WWF WOVEN WIRE FABRIC ELEC ELECTRIC PVC POLYVINYL CHLORIDE YDS YARDS EOP EDGE OF PAVEMENT RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. t -3/2W I* 1 FIRST ROUND COUNTY COMMENTS RU 4/25/11 OF lc. N � . 1 �- w w p� i1�y�y 10NAL r w ENGJNEERS SURVEYORS EnPLANNERS ASSOCIATES - -SHEET PO Box 4119 3040 Avermore Square Pl. Lynchburg, VA 24502 CharloneswlIle, VA 22911 Phone: 434.316.6080 Phone: 4434.984.2700 www.wwassociates.nett DESIGNED BY: P ALBEMARLE PLACE -PRELIMINARY SITE PLAN AMENDMENT FOR BLOCKS A, B, C, D & E ALBEMARLE COUNTY, VIRGINIA. SL -7 Ra. N0. DRAWN BY: TO [DRAWING NUMBER: C-3 TITLE: GENERAL NOTES, ABBREVIATIONS & LEGEND DIHR 8Y: RU NUMBER: , j p f 20 WWA NUMBER: 208026.36 FILE NAME: 802636C_CO3.dwg SCAT : H: N/A V: N/A DATE: 3-21-1 1 1 N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 3 v ca C 00 .r r c 0 v vE c a� I; c a v ,E CL a a N 0 u L to fl N E� GENERAL CONSTRUCTION NOTES FOR SITE PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1 > PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STAE31LIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PAPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS,: (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA. STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL -.VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WI. i'HIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. GENERAL CONSTRUQTION NOTES FOR PUBLIC ROADS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE 1S 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE. 'SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH-DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. THE CONTRATOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILLITY" (1-800-552-7001). 5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVERMEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 6. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 7. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 8. BACKFLOW PREVENTION REQUIRED. GENERAL UTILITY NOTES 1. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY. 2. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERWA-CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. IINSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 3. TOUCH REAL) METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PROR TO METER INSTALLATION. 4, CERTIFICATION THAT 95'*' COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UIIDER WATER AND SEWER LINES AND APPURTENANCES. THIS :;ERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOTECI. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIF ATION APPLIES TO. CODE OF DEVELOPMENT APPENDIX A AS AMENDED WITH ZMA #2008-003 WHICH WAS APPROVED 83Y THE BOAZD OF SUPERVISORS ON AUGUST 4, 2010. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION. STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKIlsgG AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED. 5. ALL INTERNAL WALKWAYS OUTSIDE OF R/W, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 7, ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO CURRENT PLUMBING CODE. 10. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/'OR DIRECTION, INTERPRETATION DETERMINED BY CONTRACTOR SHAUL BE DONE AT HIS/HER OWN RISK. 12. NON-RESIDENTIAL AND APARTMENT BUILDING SOLID WASTE WILL BE COLLECTED IN LOCATIONS THROUGHOUT THE SITE AND PICKED UP BY PRIVATE SERVICE AS NECESSARY. TOWNHOUSE SOLID WASTE WILL BE COLLECTED CURBSIDE BY A PRIVATE SERVICE. 13. THE BUILDING OUTLINES SHOWN ON THIS SITE PLAN ARE BUILDING ENVELOPES. THEY DO NOT REPRESENT THE TRUE SIZE AND SHAPE OF THE BUILDING. ACTUAL BUILDING DIMENSIONS AND FACADES WILL BE SHOWN ON FINAL SITE PLANS. 14. ALTHOUGH A PORTION OF INGLEWOOD DRIVE AND FIRST STREET ARE NOW SHOWN IN BLOCK E1 THOSE PORTIONS OF THOSE STREETS WILL BE CONSTRUCTED WITH PHASE IA. THOSE ROAD SEGMENTS WERE SHOWN AS PART OF PHASE 1, ON EXHIBIT A-1, OF THE AMENDED PROFFERS (ZMA# 2008-0003) AND THEREFORE WILL STILL BE CONSTRUCTED WITH PHASE 1. ALSO, THE PARKING SHOWN IN THE INITIAL LAYOUT OF BLOCK E1 OF THIS PRELIMINARY SITE PLAN WILL ALSO BE BUILT WITH PHASE 1A TO MEET THE PARKING REQUIREMENTS OF THE INITIAL PLAN. 15. FOR BUILDINGS THAT ARE NOT SHOWN UNTIL THE (." T!MATE PORTION OF THIS SITE PLAN, AND THAT ARE ADJACENT TO ROUTE 29 OR HYDRAULIC ROAD, SCREENING AS APPROVED BY ARB WILL BE PROVIDED AS A VISUAL BUFFER FOR THE PARKING LOTS SHOW�1; IN THE INITIAL PLAN IN THOSE AREAS. 16. "FINAL SITE PLANS FOR THE ROAD CONNECTION TO ROUTE 29, SUPPORTING DEVELOPEMENT OF BLOCK E2, WILL BE SUBMITTED SEPERATELY AT A LATER DATE AND IN ACCORDANCE .,rITH THE PREVIOUSLY APPROVED ALBEMARLE PLACE PRELIMINARY SITE PLAN." ZMA to Amendment Block Comparison FIRST ROUND COUNTY COMMENTS Block ZMA Amendment Difference %of Change A 246, 577.72 260, 736.93 14,159.21 5.74% B 145, 633.40 212, 854.27 67, 220.87 x`46.16% C 454, 808.39 424, 079.86 30, 728.53 6.76% D 460, 439.43 500, 559.62 40,120.19 8.71% E 550, 524.65 477,102.19 73, 422.46 13.34% F 1 510,160.21 1 491, 644.72 1 18, 515.49 13.63% *NOTE: AS NOTED ON PAGE EIGHT OF THE CODE OF DEVELOPMENT "THUS, FLEXIBILITY IN THE CODE OF DEVELOPMENT IS PROVIDED TO PERMIT THE EXACT BOUNDARIES OF ACREAGE OF EACH BLOCK TO BE INCREASED OR DECREASED AT THE SITE PLAN OR SUBDIVISION STAGE BY AN AMOUNT NOT TO EXCEED FIFTEEN PERCENT (15%) OF THE GROSS LAND AREA OF THE LARGER BLOCK IMPACTED BY EACH SUCH CHANGE." SINCE BLOCK B IS THE SMALLEST OF ALL BLOCKS IN THIS SITE PLAN AMENDMENT THE 15% LIMIT DOES NOT APPLY. IC 1« L �,Vw_ E j 1LEGEND ZMA AREAS NOT TO SCALE ------- PRELIMINARY SITE PLAN AMENDMENT AREAS 1 FIRST ROUND COUNTY COMMENTS RU 4/25/11 TH OF" � o 1c. N .1 .. �4-1 �SIDNAL ,= ENGENEERS r SURWEYORS PLAT�INNERS AsSOCIATES PO Box 4119 3040AvemonreSquare P1. Lynchburg, VA 24502 Charlouesvillle, VA 22911 Phone: 434.316.6080 Phone: 4344.984.2700 www.wwassoclates.net -- DESIGNE PsY ALBEMARLE PLACE- PRELIMINARY SITE PIAN AMEND ENT FOR BLOCKS A B C D oc M >' , � ALBEMARLE COUNTY, VIRGINIA. SEI REV. N0. 1 - DRAWN 8Y: To DRAWING NUMBER: C - TITLE. GENERAL NOTES D�FIR BY: RU - SHEET NUMBER: of 20 W WA NUMBER: 208026.36' FILE NAME: 802636C_C04.dwg SCALE: H: NIA V: DATE: 3-21-1 1 N0. SHEET REVISION BY DATE N0, SHEET REVISION BY DATE_ rn O O O CL Cj- (6 00 0 CN X1 (D �j 00 O ZES F5 m Aik 3 I m NMI 3 O n U Ui N O 00 3 't7 ,O ct qD E 'K7 N O tl„ 9 r.7 ►l 9 1 FIRST ROUND COUNTY COMMENTS RU 4/25/11 �� 0� � q h N . 1 jp w 1 i� 7 �V � QNA 7.� AQV: IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" = 100' 100' 0 100' � ENGINEERSDRAwN SURVEYORS sm PLANNERS AsSOCIATES PO sox 4119 3040AvemoreSquarePl. Lynchburg, VA 24502 charlott�v,ne, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociateas.net DESIGNED BY., Ps PROJECT: ALBEMARLE PLACE—PRELIMINARY SITE PLAN AMENDMENT FOR BLOCKS A, B, C, D & E ALBEMARLE ALBEMARLE COUNTY, VIRGINIA. SET REV. NO. _ - - BY: DRAWING NUMBER: - C 12 - --- - -- TITLE: OVERALL INITIAL PLAN DIHR BY: Ru SHEET NUMBER: 1 o Tri 0 � LJ I � 1.d W WA NUMBER: 208026.36 FILE NAME: O r� c CC+ C �f J UQG V3 V t,.�_ L � G. V W9 SCALE: » _ f H: � — � LlO NIA DATE: 3-21-11 _.---- NO. ------------------- SHEET REVISION BY DATE N0. SHEET REVISION BY DATE cn to -ro ra CL co (6 N 0 00 cq ru to CL E to 0 C', 00 0 CN I-.- Eg L6 O Oo IL q) co po (6 CN 00 C) q) c 0 E 40 9--" E7; to nto 0 .E_ 22) (6 04 0 000 C14 q) 0 Q) to 00 C) 04 1-1 0.50' 9.00, 51-60 PARALLEL CURB PARKING 8'-16' 11.00' 11.00,- COMMERCIAL 14.50' MIN. 0.50' 4.00'TREE1 9.00, 81--20' 11.00 0_�11.00 - 8-20' PARKING SIDEWALK 11.00 SIDEWALK 11.00' SIDEWALK 4.00 PARKING PARKING t 4.00' 4. 4.00, TREE DRAWING NUMBER: C-17 REE TREE t WELL t WELL ROAD SECTIONS &DETAILS t t LANE= PGL -V STRIPING C-7 C-17 SCALE: 1 10' (NEAR MAIN STREET) POSTED SPEED= 15 -12 (PRIVATE) STRIPING 2% W USIA NUMBER: C7tJLCJ .J 1' STRIPING 2% EDGE - -- - EDGE 2%_ EDGE 2% 1 2% �PGL A SECTION C-7 C-17 SCALE: 1"=10' -12 0.50' CURB --A. 50 14.50' MIN. L 81-20' 4.00' SIDEWALK TREE WELL MAIN STREET J(NEAR ROUTE 29) (PRIVATE) 86.00' R/W 4.50' 4.00' 12.00'--12.00'- - -1 ZOO`- -12.00'- -1 A -2.50' k -hot' V STRIPING1 1s STRIPING 2%EDGE EDGE 2% 2% I - - - PGL 10.00'-- 0.50' 000,0.50' CLEAR C SECTION F ZONE C-7 F -SCALE: 1 10' C -12C-17 TREE SIDEWALK 5P-61 RESIDENTIAL 0.50' 0.50' 8'-16' CURB CURB COMMERCIAL VARIES 11.00' 11.00 8'-20' SIDEWALK t _"ANE STRIPING 2% 27.- 12MEEIE PGL SECTION U --I'2 SCALE: 1 "=10' ' DESIGN SPEED=20 POSTED SPEED=15 4.50 2.00' - 6.00' 2.50'- SIDEWAL 4 . 4 2% _10.00'-1-0. 50' CLEAR ZONE q OF TREE STONEFIELD BLVD. DESIGN SPEED=25 (NEAR HYDRAULIC) POSTED SPEED --25 (PUBLIC) SIDEWALK 5$--61 RESIDENTIAL 8'--16' COMMERCIAL INGLEWOOD DRIVE DESIGN SPEED=15 (NEAR HYDJAULIC) POSTED SPEED=15 (PRIVATE) 0.50 0.5>0' SIDEWALK 5'-61 RESIDENTIAL 8'-16' COMMERCIAL 4.00$ TREE CURB 11.001- 11.00' -11.00'5.00,- 8, -20' - SIDEWALK 1 t LANE STRIPINZ� -V STRIPING EDGE 01.11 1 2%0 �PG L SWANSON DRIVE SECTION DESIGN SPEED= 15 1-17 SCALE: 1 10' (NEAR ]HYDRAULIC) POSTED SPEED=15 12D (PRIVATE) 9.00, PARALLEL PARKING /-0.50' 11.00,--11.00,- SeNE RIPING 9.00' PARALLEL PARKING &T#T#m MIT4712m., TREE LAWN 6' MIN. rK SECTIO7 VL N SCALE: 1 10' FIRST STREET DESIGN SPEED=15 (PRIVATE) POSTED SPEED=15 0.50' CURB 14.50' MIN. 8'-20$ SIDEWALK 1.00 56'-80' BUILDING TO BUILDING 11.00, 11.00, 9.00' PARALLEL PARKING 1 t LANE STRIPING 9.00' PARALLEL PARKING 14.50' MIN -1.00' 8'-20' SIDEWALK Ii _27-. 1 2% 11 1 2.00' 1' TRUNCATED FLAT 1' TRUNCATED DOME STRIP AREA MAIN STREET DOME STRIP r I3 SECTION (NEAR SWANSON) SCALE: 1 "= 10(CURBLESS SECTION) DESIGN SPEED=20 (PRIVATE) POSTED SPEED=15 C-12 C-17 74.00' R/W 12.00' 6.00' 4.50'1 4.50' A 12.00' -12,00' 4.00' 12.00'- 6.00' �T ' 2 50! SIDEWALK 9.00, 51-60 PARALLEL 2. PARKING 8'-16' 11.00' 11.00,- COMMERCIAL . 4.00'TREE1 9.00, 81--20' 11.00 0_�11.00 of PARKING SIDEWALK 9.00, 9.00, SIDEWALK PARALLEL PARALLEL r -LAN E PARKING PARKING t 4.00' 4. 4.00, 2%_ DRAWING NUMBER: C-17 REE TREE t WELL fi t WELL ROAD SECTIONS &DETAILS RU 2%I 27o- 1' STRIPING PGL -V STRIPING C-7 C-17 SCALE: 1 10' (NEAR MAIN STREET) POSTED SPEED= 15 -12 (PRIVATE) 2% W USIA NUMBER: C7tJLCJ .J F! L E NAME: SCALE: V: N/A 2% EDGE - -- - EDGE 2%_ 1 2%. BY DATE NO. SHEET REVISION BY DATE PGL 10.001 -10.00' 0.50' 0.50' CLEAR CLEAR ZONE SECTION ZONE OL OF U-7 12 C - )17 SCALE: 1 "= 10' OF TREE TREE STONEFIELD BLVD. DESIGN SPEED=25 (NEAR MAIN STREET) POSTED SPEED=25 0.50' (PUBLIC) CURB SIDEWALK 9.00, 51-60 PARALLEL RESIDENTIAL PARKING 8'-16' 11.00' 11.00,- COMMERCIAL 0.50$ 4.00'TREE1 9.00, 81--20' 11.00 0_�11.00 8'-20' PARKING 11.00' 11.00' t -LANE STRIPING 9.001 SIDEWALK PARALLEL 11 5'-6' PARKING RESIDENTIAL 8'- 16' COMMERCIAL 0.50' I 4.00' II TREE i VL H SECTION IT';GLEWOOD DRIVE C-7DESIGN (PRIVATE) SPEED=15 _" SCALE: 1"=10' (BETWEEN MAIN & FIRST STREET) POSTED SPEED=15 14.50' MIN. -0 FIRST ROUND COUNTY COMMENTS 14.50' MIN. CURBCURB q . 50' 0.50' - 11.00' 11.00,- &LTH OF *-ATO >1TITLE: N �, , CURB CURB EINGINEERS SIURVEYORS PILANNERS AsSOCI ' ATES Lynchburg, VA 24502 Charlottesville, VA 22911 www.wwassoctates.nei 9.00, 81--20' 11.00 0_�11.00 8'-20' PARKING SIDEWALK 9.00, 9.00, SIDEWALK PARALLEL PARALLEL r -LAN E PARKING PARKING t 4.00' 2% 4.00, 2%_ DRAWING NUMBER: C-17 REE TREE WELL fi 0.50t I LANE 0.50'-\ 0i STRIPING WELL ROAD SECTIONS &DETAILS RU 2%I 27o- PGL SECTION SWANSON DRIVE DESIGN SPEED=15 SECTION C-7 C-17 SCALE: 1 10' (NEAR MAIN STREET) POSTED SPEED= 15 -12 (PRIVATE) 5.00' SIDEWALK TREE LAWN 6' MIN. 0.50' CURB 9.00, PARALLEL PARKING 11.00'--11.00$- t --LANE STRIPING 9.00, PARALLEL PARKING TREE LAWN 6' MIN. 1 VL L SECTION C-7 SCALE: 1 10' SECOND STREET C-17 -12 C-7 C-17 (PRIVATE) 5.00' SIDEWALK DESIGN SPEED=15 POSTED SPEED=15 14.50' MIN. 8-20' 0.50' SIDEWALK - 0.50' FIRST ROUND COUNTY COMMENTS 0.50' CURBCURB q - 11.00' 11.00,- &LTH OF *-ATO >1TITLE: N �, , 9.00, EINGINEERS SIURVEYORS PILANNERS AsSOCI ' ATES Lynchburg, VA 24502 Charlottesville, VA 22911 www.wwassoctates.nei 9.00, PARALLEL SET REV. NO. PARALLEL PARKING t PARKING DRAWIIJ SY: r -LAN E STRIPING 2% 2%_ 14.50' MIN. 8'-20' SIDEWALK PGL MAIN STREET DESIGN SPEED=20 F SECTION (BETWEEN STONEFIELD BLVD C-12 C-17SCALE: 1 "= 10' AND INGLEWOOD DRIVE) POSTED SPEED=15 (PRIVATE) 22.00' 44.00' R/W -22.00'- 4.50' 12.00'--12.00' - 1 6.00' T IDEWALY( -2.50' 2.50!- Al 0 2% 2% 2% PGL 4.50' j 2% 29.50$ 25.00' BUFFER 1-10.00$- _1 0.001 STONEFIELD BLVD. DESIGN SPEED=25 0.50/1 CLEAR CLEAR -.50' ZONE ZONE (NW OF SPERRY MARINE) POSTED SPEED=25 q q OF SECTION OF (PUBLIC) TREE C-17 SCALE: 1"=10' TREE 0.50' 0.50' CURB CURB q SIDEWALK 9,00, 11.00 11.00' 5t -6v PARALLEL RESIDENTIAL PARKINS 8'-16' t COMMERCIAL -0.50' LAML 4,.00'[--t STRIP[G--�l TREE WELL PGL M SECTION C�_ 2 C-17 SCALE: 1"=10' 6.00' 1DEWALK INGLEWOOD DRIVE (ADJACENT TO HOTEL) (PRIVATE) DESIGN SPEED=15 POSTED SPEED= 15 NOTES: 1. THIS PAVEMENT SECTION REPRESENTS A PRELIMINARY DESIGN BASED ON AVERAGE SOIL CONDITIONS FOR ALBEMARLE COUNTY �MIN CBR=X AND SSV=X), AND IS NOT APPROVED FOR CONSTRUCTION UNTIL SUBSTANTIATED BY ACCEPTABLE TEST RESULTS OF THE SUBGRADE SOIL. CO TRACTOR SHALL SUPPLY SOIL CBR TEST RESULTS FOR FINAL PAVEMENT DESIGN TO THE DISTRICT MATERIALS ENGINEER. APPROVAL OF THE FINAL DESIGN SHALL BE OBTAINED PRIOR TO CONSTRUCTION OF THE PAVEMENT. 2. PRIME AND TACK COATS SHALL iCONSIST OF A LIQUID ASPHALT MATERIAL AS PER VDOT STANDARDS, SHALL BE APPLIED FOR .NEW ROADWAY CONSTRUCTION AT A RATE OF 0.4 GAL/SY OVER STONE, AND 0.1 GAL/SY OVER ASPHALT. 3. THE CBR OF THE SUBGRADE SOILS SHALL BE DETERMINED IN ACCORDANCE WITH "THE VIRGINIA TEST METHOD FOR CONDUCTING CALIFORNIA BEARING RATIO TESTS" (DESIGNATION VTM-8). THE DISTRICT MATERIALS ENGINEER SHOULD ASSURE THAT SUFFICIENT CBR TESTS ARE MADE FOR THE PROJECT. SOIL SAMPLE FREQUENCY AND CBR TESTS FOR THE DESIGN OF NEW SUBDIVISION STREETS SHALL BE BASED ON THE FOLLOWING: (A) FOR STREETS LESS THAN4 200 FEET IN LENGTH, ONE SOIL SAMPLE FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TEST IS REQUIRED. (B) FOR STREETS 200 TO 5(00 FEET IN LENGTH, AT LEAST TWO SOIL SAMPLES FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TESTS ARE REQUIRED, WHICH INCLUDES ONE AT EACH INTERSECTION OF AN EXISTING STATE ROAD. (C) FOR LONGER STREETS, ONE SOIL SAMPLE SHALL BE TAKEN AT EACH INTERSECTION WITH AN EXISTING STATE ROAD PLUS ONE TEST SAMPLE EVERY 500 FEET IN LENGTH, OR PORTION THEREOF, IS REQUIRED FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TESTS. 4. SUBGRADE SHALL BE APPROVED BY VDOT INSPECTOR AND GEOTECHNICAL ENGINEER. CONTRACTOR SHALL PROOF ROLL SUBGRADE WITH A 20 TON LOADED TANDEM WHEEL DUMP TRUCK IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER. AREAS THAT ARE SOFT AND EXHIBIT "PUMPING" SHALL BE UNDERCUT AS DIRECTED BY THE GEOTECHNIICAL ENGINEER AND BACKFILLED WITH GRANULAR MATERIAL AND PROOF ROLLED AGAIN. PROCESS TO BE REPEATED UNTIL SUBGRADE APPROVED BY GEOTECHNICAL ENGINEER. MINIMUM WIDTH 5' MAXIMUM WIDTH 20' -I 2% SLOPE UNLESS 1.5" SPM -9.5A ASPHALT OTHERWISE NOTED ON PLANS 3' BM -25.0 ASPHALT 0 511 VDOT 21B 0o -10 1 0 01� 0 0 c 41' 1 MIN 4" -DOT PAVE OVER PRIME AT 0.4 GA/SY COMPACTED SUBGRADE +NO. V21 A NOTES: AGGREGATE 1. TO BE POURED VDOT CLASS A3 CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LIGHT-DUTY P4VEMENT SECTION LONGITUDINAL DIRECTION. DETAIL -PARKING LOT AND SPACES SIDEWALK - DETAIL NOT TO SCALE NOT TO SCALE 1 FIRST ROUND COUNTY COMMENTS RU 7_77T 4/25/11 &LTH OF *-ATO >1TITLE: N �, , EINGINEERS SIURVEYORS PILANNERS AsSOCI ' ATES Lynchburg, VA 24502 Charlottesville, VA 22911 www.wwassoctates.nei DESIGNED BY: Ps PROJECT: ALBEMARLE PLACE- PRELIMINARY SITE PLAN AMENDMENT FOR BLOCKS A, B, C) D & E ALBEMARLE COUNTY, VIRGINIA. SET REV. NO. DRAWIIJ SY: DRAWING NUMBER: C-17 ROAD SECTIONS &DETAILS RU SHEET NUMBER: W USIA NUMBER: C7tJLCJ .J F! L E NAME: SCALE: V: N/A DATE: --- NU - -- - SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 9 3 TMP BREEDEN AND JAMES 0 67K -6 -A -b / \ \N/F MIRIAM A. AND JAMES C. BREEDEN N/F MIR TMP 61K -6-A-6 IAM A. . D.B. 2385, PG. 683 D.B. 2 5, PG. 863 GREEN SPACE CIVIC SPACE \ COMM ONWEALiH DRIVE DRIVE TWS - �- TRmS T ! RAN31 -J-ms - - _ - oa oQ TRANS -� b TMP OIK-8-8-4 I IMP 61W -3-21A ! TMP 61 W- _ '- \ / LINDA 3 27A N F BENJAMIN B. AND BLAKE \ TMP 61K -6-B-4 O / / / LINDA BLAKE GAYLE LLO - COMMONWEALTH DRIVE H.V. TINSLEY WHITE O I D 9" 2813, GAYtE LLC ' - COMMON N/F BENJAMIN B. AND D.B. 880873, PG 445 MAIL 80%ES D.B. 47 i, PG. 197 I 0"B' S954P5 MAIL eoxFs WEALTH DRIVE \` H.V. 11NSLEY WHITE i .. - MM 11AL I D.B. 411, PG. 197 ZONED C95 PLAT USEZ PEO SCC (Ai COMMERCWL _ O O w \ w „W I ESTFlELD.• SECTION 3 I I o io z _ \ \ D.B. 697, \ ESTFIELD C I o I o� I I - I \ D.B. 697, PC D.B. 703 425 415 CNON 3 'Y I S I I n ."'J- D.B. 704, p I / D.B. 703. 428 PIAT I � ❑ I o 22P PLAT D.B. 7Q4, PG 732 PLAT I I v \ G 53 IAT 0 0 0 n \ 0.8. 712, PG 689 p LAT N TMP 61K-9-1 ZONED I. (F RAYMOND C. OR AMY HAWKINS DOSS - _ US " RESID .NTIAL ^ TMP 61K-9-1 0•B 3 12, PG 689 PLAT a ❑ i i o g �. I o I n � D.B. 754, PG. 413 - ' ' ❑ N/F RAYMOND C. OR AMY HAWKINS DOSS ZONED R70 � RE R dK WEBTFIE p," SECTION I I o I o I D.B. 754, PG. 413 RE810 II ZV'Ei I n o I ' RE R OR ES7flELD," P D D.B.97 PG 425-426 LAT o to Iis \ D B 647 PG 3 I NSFORM R R D.B. 703 425-426 PIAT i I � F. I D.B. 704,E p� NVSFORM R D.B. 70 PG 732 PLAT D.B. 772. PG 6 4, PG 517 PLAT _ 1 PLAT i i U ( o I D.B, 712, :f f 7 PLAT 1+J ttt---rrr l� NSFOR! ER I 689 PLAT I /\ � d _ N ON U E:ORESID 7EN1UL LAT N 4N ZONED R70 NSFOR Ut USE: RESIDENTIAL sFORM 0„ \ T SFORM D• D El Am I'a i D' / TMP 61K-S-tA _- _ - - - TMP AND MMINE N/F JAMES UL. AND MAXINE F. 5TEELE� - [� N/F JAMES LAND MAKINE F. STEELEv _ _ - - _ D.B. 7140. PG. 267 ❑ i D.B\140, PG. 261 _ _ \ \ :- - ~` TH41TI11H - - = C/ TMP 61K-5-1 fIIN/F BRNDERMILINVESTMENTS INC. N/F 5PANDERMILL INVESTMENTS INC, D.B. 1511, PG. 93 TMP 61K -5-t D.B.1511, PG, 93 - i 1 �1111i � .. i I IA/ • ) CLEV✓pOD 1000 i DRIVE11777 i - �.. DRIVE SERVICE I -4 a TMP 4 TMP 40C-46 ' N/F ViRGINW TELEPHONE AND TELEGRAPH N/F VIRGINL0. TELEPHONE AND TELEGRAPH I�1 I® o Fit fltUj vi o I Ek li�l I N ctmutwiff ♦ �, .� - N �. - rp. .• `� ' N �i NTMP ITMP 40C-45 I N f O 5 I 0 N/F JAMES M. AND ULA 0. MARSHALL I _ N/F JAMES M. AND ULA D. MARSHALL _ - y� ^ ( D.B. 620, PG. D.B. 620. PG. j1A'Will luiLl�+ L/A`, m - I � m - .3. +► 9 CEDAR HILL < / ''i' CEDAR HILL ROAD ROAD C# ICE _ 4 � COIAiT - I - moo V ) SON= IMERCOMIMP I I -47 I i I N/F THOMAS A.CJ JACKSON III. J __ •(1 TMP 4tlC-47 - U N/F THOMAS A. JACKSON III. I �_f Id I"• D.B. 555, PG. 141 I v u d D.B. 555, PG. 141 SEWICE COLXT cow ff-cp all --� I j d d d d dd TMP 40C-64 I , TMP 40C-64 VIRGINW TELEPHONE AND TELEGRAPH CO. I a VIRGINIA TELEPHONE AND TELEGRAPH CO, I 1 2 0.0. 272, PG. 92 ' D.B. 272, PG. 92 ••7 _ MOD"OODffr �. ULA - 2 - sum COURT COURT {�d d - " 'd -_I- -�J S. I CCVRr - Com TMP 40C- L TMP 40C-63 N/F WHITED FAMILY, LLC 4 I1111 +"+ D N/F WHITED FAMILY, LLC TMP 61W-3-19 D.B. 841, PG. 428 -AiE ROA TMP 61W-3-19 i D.B. 841, PG. 428 s • • _- - L_ _ I t O SY TEMS ZONED:CORP. ;".I I i t _ _ O SYSTEMS ZONED LI ' 1 �T p N/F NORTHROP GRUMMAN I N/F NORTHROP GRUMMAN Q�]� (LIGHT INOUSTRLAL) (LIGHT INDUS'IHIAL) INOUSTRIAL IAND USE INDUSTRIAL - --- I - EXISTING SPERRY I _ EXISTING SPERRY MARINE FACILITY W d r W d MARINE FACILITY SWANSONDRIVSWANSON DRIVE p 11 SBME muRr - catRT SERACE VA'.D • � IXH1Rr ILII yyyn��� J���'lll VA'd m . VAv4 d d VAIJ CE c,rot 2m ZU4 0 / a TMP 40C-13 F MARY E. / / , F MARY E. HARLOW TMP E. HA HARLOW .8, 1055, -1 441 ;1 a .B, 1055, PG. 441 Li C06Rr ❑ / / COURT51 , 9. 11111 III's II} I{I o O`tJl� O �n+ SERME •d 0 OA. N r�IL 0 - - N J2 a C= D.B. d 73R/G WI20 H(R/W DEDICATION) a a= i it3R PG 72TH R RI DEDICATI a a v� D.B. d; D.B.S1 13R �29,�- (RVA EDEDICATI01='_ _ T ! - VARIES) - - DBS jROUTE 29 (ESM-INOLE TRAI - - _ ! _ U• 3R PG 720 L{(R/W DEDICATION) ,OUTE 29 - SEMINOLE TRAIL 20 19 Gt1rF� - - t UG(^ -�; �� / UGF p o DO fl I TMP 41B-7-1 4 TMP 418-7-i TMP 418-7 I O N/F IXPRESS CARWASH OF CH'YLLE LTD. TMP 418-7-4 I I O N/F EXPRESS CARWASH OF CH'VIL1.E LTO. N/F SHERMIN-WILLIAMS DEV. CORP. D.B. 437, PG. 112 / I I TMP 41C-3-2 TMP 418-7 D.B. 437, PG. 112 TMP 418-7-4 TMP 41C-3-2 v SEYMOUR D.B. 434, PG. 190 TMP 418-8-3 z N/F SE 67, P SQUARE TMP 418_7_2 N/F OS REALTY, INC, SEYMOUR / D.B. 487, PG" 740 N/F SHERMIN-WILLIAMS DEV. CORP. Z / I N/F SEMINOLE SQUARE TMP 418-7-2 N/F OS REALTY, INC. N/F CHESAPEA7(E FOODS INC. n� N/F S & R PARTNERSHIP D.8. 1032 PG. 415 D.B. 434, PG. 190 TMP 418-8-3 D.B. 487, PG. 740 a / I TMP 41C-3-3 I I N/F CHESAPEAKE FOODS INC. / N, D.B.585, PPG. 654 HIP D.B. 1032 PG. 415 TMP 41C-3-3 O J / D.B. 585, PG. 659 N/F TOWERS LIMITED PARTNERS I D.B. 620, PG. 127 N/F TOWERS LIMITED PARTNER: D.B, 62Q, PG. 127 / I D.8" 710 PG. 165 I I B. t0 PG. 165 +L ro`o W 1 FIRST ROUND COUNTY COMMENTS RU 4/25/11 TH 0p DESIGNED BY: PROJECT: SET REV. N - _ �l 1F THIS DRAWING IS A REDUCTION = E PS ALBEMARLE PLACE -PRELIMINARY SITE PLAN -- - - - ENGINEERS AMENDMENT FOR BLOCKS A, B, C, D & E .a ,r GRAPHIC SCALE MUST BE USED DRAWN BY: 0 SURVEYORS TO ALBEMARLE COUNTY, VIRGINIA. DRAWING NUMBER: © SCALE: 1" = 120' PILANNERS TITLE: CW 1C. N . 1 1111R BY: GREEN AND CIVIC SPACE - INITIAL PLAN c- 19 r AsSOCIATES.RU o , ZZ � `f SHEET NUMBER: PO Box 4119 30401Avemore Square Pl. - ---- �'�? �� 120' 0 120 Lynchburg, VA 24502 Cha*uttesvlite,VA22911 WWA NUMBER: FiLE NAME: SCALE: DATE: ssl �NA 7Phone: 434.316,6080 Phone: 434.984.2700 802636C_C 9. dw 19 of 0 -------__.---- 208026.36 g H: i" =120' .�-'� � -- � � N0, SHEET REVISION BY DATE N0. SHEET REVISION BY DATE As WWW.WAvBssoclates.net V: N/A 9