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ARB201900025 Plan - Approved Major Amendment, Final Site Plan 2019-03-04
9) 2019 - 30 SCALE, LLC w STONEFIELD A EMARLE COUNTY GIS PARCEL MAP SCAkrE: 1"=100' \11' STONEFIELD - BLOCK D2 PHASE 2 MAJOR SITE PLAN AMENDMENT TO FINAL SITE PLAN: SDP 2014-70 RELATED COUNTY TRACKING NUMBERS: APPROVED PRELIMINARY SITE PLAN: SDP 2011-19 ZONING VICINITY SCALE: 1"=2,000' 2011-041 2001-07 2008-031 2011-07. ZMA 2013-09 SHEET INDEX # Sheet Title 1 COVER SHEET 2 ORDINANCE TABULATIONS 3 PROFFERS 4 GEOTECHNICAL ENGINEERING NOTES 5 CONSTRUCTION NOTES 6 PHASE PLAN 7 EXISTING CONDITIONS &DEMO PLAN 8 LAYOUT PLAN 9 GRADING PLAN 10 PRIVATE STREET PLAN AND PROFILE 11 PARKING DECK SITE PLAN AND UTILITY PROFILES 12 STORM SEWER PROFILES 13 DRAINAGE DIVIDES 14 LANDSCAPE PLAN 15 LANDSCAPE CALCULATIONS AND DETAILS 16 ACSA DETAILS 17 CONSTRUCTION DETAILS 18 LIGHTING PLAN 19 LIGHTING FIXTURE DETAILS PROJECT NARRATIVE: THE OWNER/DEVELOPER IS PROPOSING TO AMEND THE APPROVED SITE PLAN SDP 2014-00070 ENTITLED "STONEFIELD - BLOCK D2" TO VACATE 55 PLATTED TOWNHOUSE LOTS AND TO CONSTRUCTA SIX -STORY MIXED -USE BUILDING AND ASSOCIATED PARKING FACILITIES. THERE ARE FIVE STORIES CONSISTING OF 160 APARTMENT UNITS THAT WILL BE CONSTRUCTED ABOVE A PROPOSED PODIUM STRUCTURE. THE PODIUM WILL INCLUDE 20,000-GSF OF COMMERCIAL OFFICE, AN APPROXIMATE 6,000-SF LOBBY FOR THE APARTMENTS AND COVERED PARKING. A ONE -LEVEL PARKING DECK WILL ALSO BE PROVIDED AT THE FIRST FLOOR APARTMENT LEVEL WITH ACCESS AT THE REAR OF THE BUILDING. THE DEVELOPER IS SEEKING APPROVAL OF A PARKING REDUCTION IN ACCORDANCE WITH THE STIPULATIONS OF THE CODE OF DEVELOPMENT. THE PRIMARY JUSTIFICATION FOR THE PARKING REDUCTION IS THAT THE RESIDENTIAL AND OFFICE USES HAVE OFFSETTING PEAK HOUR PARKING (DEMANDS, WHICH CREATES A VERY EFFECTIVE SHARED PARKING PROGRAM FOR THE MIXED USE PROJECT. THE DEVELOPER IS ALSO REQUESTING THE APPROVAL OF A SPECIAL EXCEPTION TO ALLOW THE PROPOSED SIX -STORY BUILDING. THE CODE OF DEVELOPMENT PRESCRIBIES A FIVE -STORY MAXIMUM BUILDING HEIGHT IN BLOCK D. THE DEVELOPER IS PROPOSING TO CONSTRUCT PEDESTRIAN/BIKE RAMP CONNECTION TO THE NORTH TO PROVIDE DIRECT, NON -VEHICULAR ACCESS FOR THE ADJACENT RESIDENTS ON COMMONWEALTH DRIVE. AS A RESULT OF THE PROPOSED AMENDMENT, GREEN SPACEAND RECREATION AREA WILL BE INCREASED SLIGHTLY. THERE IS ALSO NO CHANGE TO THE OVERALL DISTURBED AREA OF THE STONEFIELD DEVELOPMENT. SIGNATURE BLOCK ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEERING INSPECTIONS ARB DEPARTMENT OF FIRE & RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY RIVANNA WATER AND SEWER AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com P� V © 2019 - 30 SCALE, LLC O 0 u W J u 0 m REVISIONS # Description Date LAN D TYPE PHASE 1 AREA PHASE 2 AREA TOTAL AREA (AC) (SF) (AC) _.. (SF) .. (AC) PLATTED LOTS 1.31 AC 1.42 AC COMMON SPACE 1.52 AC 1.24 AC TOTAL 2.83 AC 123,230 SF 2.66 AC 116,087 SF 5.49 AC LAND USE TABULATIONS LAND USE TYPE PHASE 1 (SF) (AC) PHASE 2 (SF) (AC) AMEN DMENTTOTAL (SF) (AC) SDP 2014-070 TOTAL (SF) (AC) (SF) DELTA %CHANGE BUILDINGS 35,364 SF 0.81 AC 54,126 SF 1.24 AC 89,490 SF 2.05 AC 83,253 SF 1.91 AC 6,237 SF 7.49% ROADS/PARKING 26,531 SF 0.61 AC 32,655 SF 0.75 AC 59,186 SF 1.36 AC 58,112 SF 1.33 AC 1,074 SF 1.85% GREEN SPACE 48,716 SF 1.12 AC 20,174 SF 0.46 AC 68,890 SF 1.58 AC 66,900 SF 1.54 AC 1,990 SF 2.97% CIVIC SPACE 14,377 SF 0.33 AC 11,916 SF 0.27 AC 26,293 SF 0.60 AC 27,129 SF 0.62 AC 836 SF 3.08/0 RECREATION AREA (ACTIVE) 2,173SF 0.05AC 1,020SF 0.02AC 3,193SF 0.07AC 2,173SF 0.05AC 1,020SF 46.94% RECREATION AREA (PASSIVE) 6,632 SF 0.15 AC 3,488 SF 0,08 AC 10,120 SF 0.23 AC 9,321 SF 0.21 AC 799 SF 8.57% TOTAL 13%793 SF 3.07 AC 123,379 SF 2.83 AC 257,172 SF S.90 AC 246,888 SF 5.67 AC LAND USE TABULATION NOTES: 1. ACTIVE RECREATION AREA IN PHASE 2 TO INCLUDE GYM FACILITY IN MULTI -FAMILY BUILDING AND PEDESTRIAN/BIKE RAMP CONNECTION 2. PASSIVE RECREATION AREA IN PRASE 2 INCLUDES EXPANSION OF PARK AREA. 3. MINIMUM RECREATION AREA REQUIREMENTS PER Z.Q. 4.16.1HAVE BEEN MET PER TABULATIONS BELOW. 4. THE APPLICANT IS PROPOSING TO MEET THE MINIMUM RECREATION FACILITIES REQUIREMENT BY PROVIDIING THE TOT LOT IN PHASE 1, A FITNESS CENTER THE PHASE 2 BUILDING, AND AN OFFSITE PEDESTRIAN SIDEWALK/BIKE RAMP CONNECTION WITH TMP 61W-03-21A S. OPEN SPACE IS SUBSTITUTED WITH G REEN SPACE AND CIVIC SPACES PER THE CODE OF DEVELOPMENT 6. CIVIC SPACE AND GREEN SPACE ARE SEPARATE ENTITIES AND MAY OVERLAP 7. CIVIC SPACES AND - C 5 C S ROADS/PARKING BOTH INCLUDE CROSS WALKS ; 8. BECAUSE OF THE OVERLAP IN AREAS, THE SUM OF THE INDIVIDUAL AREAS IS NOT EQUAL TO THE TOTAL SITE AREA 9.OVERALL GREEN SPACE HAS INCREA SED BY 1,990-SF WITH THIS REVISION. RECREATION AREA REQUIREMENTS (ZO 4.16) RECREATION AREA REQUIRED: 200 SF PER UNIT, NOT TO EXCEED 5% OF THE GROSS SITE AREA. PHASE 1 PHASE 2 TOTAL 200SF/UNIT BASED ON # OF UNITS 49 UNITS 160 UN ITS 209 UN ITS 41,800 SF > 5% GROSS SITE AREA PHASE PHASE2 TOTAL 5% BASED ON 5% GROSS SITE AREA 112,930 SF 116,087 SF 229,017 SF I 11,451 SF REQUIREMEN RECREATION AREA PROVIDED: i PHASE 1 PHASE 2 TOTAL RECREATION AREA (ACTIVE) 2,173 SF 1,020 SF 3,193 SF RECREATION AREA (PASSIVE) 6,632 SF 3,488 SF 10,120 SF f t TOTAL 8,805 SF 4,508 SF 13,313 SF >11,451 SF REQUIREMENTS MET F IMPERVIOUS AREA CALCULATIONS LANDCOVERTYPE PHASE 1 PHASE 2 AMENDMENTTOTAL SDP 2014-070TOTAL DELTA (SF) (AC) (SF) (AC) (SF) (AC) _ _(SF) _ (AC) _ (SF) % CHANGE IMPERVIOUS AREA BUILDINGS 35,364 SF 0.81 AC 54,126 SF 1.24 AC 89,490 SF ROADS/PARKING 26,531 SF 0.61 AC 32,655 SF 0.75 AC 59,186 SF SIDEWALKS/DRIVEWAYS 12,319 SF 0.28 AC 9,132 SF 0.21 AC 21,451 SF TOTAL IMPERVIOUS AREA 74,214 SF 1.70 AC 95,913 SF 2.20 AC 170,127 SF 3.91 AC 177,400 SF 4.07 AC -7,273 SF-44.10% ; GREEN SPACE 49,016 SF 1.13 AC 20,174 SF 0.46 AC 69,190 SIF 1.59 AC 66,900 SF 1.54 AC 2,290 SF 3.42% TOTAL AREA CHECK 123,230 SF 2.83 AC 116,087 SF 2,66 AC S.49 AC 5.49 AC CURRENTLY APPROVED 1. 69 c BY BLOCK USE GROSS LEASABLE RESIDENTIAL AREA(GLA) UNITS A B C D E F G TOTAL REMAINING RETAIL 659,842 SF* 50,224 SF 33,836 SF 57,701 SF 149,964 SF 14,700 SF 306,425 SF 353,417 SF NON -RETAIL 408,856 SF* 14,000 SF 6,500 SF 111,595 SF 20,000 SF 152,095 SF 256,761 SF RESIDENTIAL 778 UNITS* 104 UNITS 250 UNITS 354 UNITS 424 UNITS * PER APPENDIX C - CODE OF DEVELOPMENT' PROPOSED WITH THIS AMENDMENT BY BLOCK USE GROSS LEASABLE RESIDENTIAL AREA (GLA) UNITS _ A B C D E F G TOTAL REMAINING RETAIL NON -RETAIL RESIDENTIAL 659,842 SF* 408,856 SF* 778 UNITS* 50,224 SF 33,836 SF 57,701 SF 149,964 SF 14,700 SF 14,000 SF 6,500 SF 111,595 SF 20,000 SF 20,000 SF 209 UNITS 250 UNITS 306,425 SF 353,417 SF 172095 SF 236,761 SF 4S9 UNITS 319 UNITS * PER APPENDIX C - CODE OF DEVELOPMENT t�ro� ✓x. i f w a n tx ti (ALSO SEE PARKING'. REDUCTION REQUEST),` REGULAR PARKING REQUIRED PARKING SPACES APARTMENTS 160 UNITS REQUESTED APARTMENT PARKING RATE * 1.50SPACES/UNIT APARTMENT PARKING SPACES REQUIRED 240 SPACES OFFICE/RETAIL RATE PER COD 4.5 SPACES/1,000 SF OFFICE GSF 20,000 GLA OFFICE GLA (0.8 X GSF) 16,000 GLA OFFICE/RETAIL SPACES REQUIRED (* AND **) O SPACES TOTAL SPACES REQUIRED PER COD 240 SPACES * REFER TO SEPARATE PARKING REDUCTION REQUESTTHAT PROVIDES JUSTIFICATION FOR PARKING RATES ** ZERO SPACES REQUIRED BASED ON RESIDENTIAL AND OFFICE USE HAVING OFFSETTING PEAK PARKING DEMANDS. REFER TO SEPARATE PARKING REDUCTION REQUEST TOTAL REQUIRED PARKING 240 SPACES PROVIDED PARKING SPACES GARAGE I PARKING SPACES) N INCLUDES 10TANDEMSPA ) 85SPACES DECK PARKING 54SPACES OFF-STREET PARKING 84SPACES INGLEWOOD PARKING 18 SPACES TOTAL PARKING PROVIDED 241 SPACES ADA PARKING ADA PARKING REQUIRED NUMBER OF PARKING SPACES PROVIDED IN FAC ILITY "MINIMUM #ACCESSIBLE SPACES 76-100 SPACES 4 150 SPACES 5 1 OUT OF 8 SPACES TO BE VAN ACCESSIBLE PER FACILITY 1 VAN SPACE EACH SITE REQUIREMENT: SURFACE LOT (92 SPACES; 4 ADA SPACES, INCL 1 VAN STRUCTURED PARKING (139 SPACES) S ADA SPACES, INCL.1 VAN ADA PARKING PROVIDED SURFACE LOT 4 ADA SPACES, INCL 1 VAN STRUCTURED PARKING 5ADA SPACES, INCL 1VAN LOADING SPACES LOADING SPACES REQUIRED 1 SP FOR THE FRIST 8,000 SF PLUS 1 FOR EACH REQUIREMENT: ADDITIONAL 20,000 SF 1 LOADING SPACE LOADING SPACES PROVIDED 1 LOADING SPACE REQUIRED PARKING SPACES TOWNHOUSES 49 UNITS REQUESTED TOWNHOUSE PARKING RATE * 1.75SPACES/UNIT TOTAL PARKING SPACES REQUIRED 86 SPACES *REFER TO SEPARATE PARKING REDUCTION REQUEST THAT PROVIDES JUSTIFICATION FOR PARKING RATES PARKING PROVIDED GARAGE PARKING: (21) - 1-CAR GARAGE UNITS (LOTS 1-21) 21 SPACES (28) - 2-CAR GARAGE UNITS (LOTS 62-89) 56 SPACES OFF-STREET PARKING 9 SPACES INGLEWOOD PARKING 6 SPACES TOTAL PARKING PROVIDED 92 SPACES BLOCK D2 TOTAL PARKING PROVIDED PHASE 1 92 SPACES PHASE 2 241 SPACES TOTAL PARKING PROVIDED 333 SPACES 11r.> 111r� owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p:434.242.2866 e: mike@30scale.com web: www.30scale.com r' `"',o'''1 : o ` a '. ' __j a z CL W cc N w �C m z � a ��Y J5 I Lu 1,0 .. CZ N o � j LIJ Lu o Y'. U Q sheet title: ORDINANCE TABULATIONS ti M E'N sheet # t TX OF 19 � r w• scale: 1,1=20' date: 3/4/2019 k �'..o�: ''�i.� �...:Sy ,..hk4 .3�1Yc..,.W✓.°L. ,..��.w,..� �'`eLG.ve�:...a 9) 2019 - 30 SCALE, LLC -0 V . L - ou c: -S off CU 5- <1 Z 1`1 0 q 00 �i :ii �- X: U LU -J < U t/t 0 M � `*""-"�' , I'll I I C�Itll'.3.',15� COLIN-ry OF ALBEMARLE Departuinualit or Community Devvilifirman 401 McIntire Road, North Wing - Pho" (43,ki 291,051132 Cliarloincsvilk, Virginia 229024596 Fox (434)9'724IZ6 Marett 2�1,2012 Valene Long 321 E. Main St., Surte 400 Charlottesville, Va 22902 RE� ZMA201100007 Albemarle Place/Stonefield Proffer Amendment TAX MAP, PARCELS� 061WO-03-00-019AO, 061WO-03-00-01980 (as it has been subdivided), 061WO-03-00-02300, 061WO-03-00-02400, OOIWO-03-00-02500 Dear Ms. Long: The Board of supervisors approved the above referenced application on March 14, 2012 in a"ordarce vvidi the attached proffers dated March 13. 2012 Please refer to this document for any future applications and requests on this property. Please be advised that although the Albemarle County Board of supervisors took action on the project rooted above, no uses on the property as approved above may lawfully begin antil all applicable approvals have been received and conditions have been met ThIs includes: 4 compliance with applicable PROFFER$; 4 compliance with conditions of any applicable SPECIAL USE PERMIT; . approval of and compliance with applicable SITE PLANS and SUBDIVISIONS; and . approval of a ZONING COMPLIANCE CLEARANCE. If you have questions or comments regarding the above -noted action, please do not hesitate to contact Rebecca Ragsdale at 296-5832. Sincerely, - I - - I A ' ' t &,-Z"oberg ""I, Director of Plai Ing cc, 11 I I Albemarle Place EAA , C C/O Torn Gallagher Albemarle Place EAAP LLC 7200 Wisconsin Ave, P 0 Box 528 Bethesda, MD 20814 Columbia SC 29202 Allwairurfe Place/Storiefield PROFFER FORM Datc; March 13,2012 ZMA # 201 1-010117 Allictuarle PlacelStimerseld 1'six Map and Parcel Numbe,ris-, 061WO-01-0il-019AO,061W".i-i)0-019111I (asi it has been Subdivided), 06TWO-113-00-02S00, 061W0413-00-02011,111, and 61WO-113410-02500 65.04 Acres zoned Neighborhood Model Oistritt (NMD) to be rezonvil to Neighborhood ' IvIodd District (NMD) Albemarle Realty (F&Al, I -LC, a South Carolina limited liability company is tile owner OftWO parcels of land that were Subdivided front lax map tiarcel 061 WO-03-00-019B(I, which parcels are shown as, "Lot DY, coatainira 5,487 acres, and "Lort DY, containing 1,010 acres. catch oil a plat entitled "Plat Showing Subdivision ofSlareficid, Jack Jouell Magisterial District, Albemarle , County, Virginin" dateol July 15,201 1, last revised November 10, Z01 1, prepared by W,W. Associates. which plat is oftecord in the Clerk's Office ofthe Circuit Court of Albemarle C ,ounty, Virginia in Deed Book 4135, page 2-I 5 (flie -Subdivision Plat"). The Haver, at Stonefield, LIX, a South Carolina limited liability company. is the owner of a parcel oflaild that was, subdivided front tax map Parcel 061 WO-03-00-019BO. which parcel is Shown as"Lot FT' containing 7.6.1 ,13 acres, an the SubJj vision Plat � 1�'or the purposes ofth".t: proffers. Albemarle Place EAAP, LLC, andAlbevilarle Realty (F&A). li-C are collectively referred to herein as (the 'Ovvller")� Albemarle Place EAAP, LIX, a Delaware limited liability company. is the fee simple Owner (tile "Owner") of tax map parcels 06 1 W(11-03-00-019AO� 061 W0-03-00-02300, 061 W,041-00-02400, 06 I)NIC-03-00-02500, and the residual portions of* tax map parcel 001 W"3-00-0 I 9BO that were not conveyed to either Albemarle Realty (E& A), I,LC orThe Haven at Stonefield, LLC, Forthe I parpo�ses i � if these proffers, Albernarle Place EAAP, LLC, and Alberrarle, Really (E&A), L,LC are collectively referrell to herein as (the "Owner",), 'Fax map parcels 061WO-03-00-019A0, 061 WO-03-00-0-1300,06]W(�-03-00-02400,061WO�03- 00-02500, arid 061 WO-03-00-01 9BO (including file lots created there from purs, umn. to the Subdiviskm Plat) (collectively, the "Property"), are the subject of voning mat) aliverldiment application, mambicr ZMA 2011-00007 origanallY 5uhulitled as "Albe,marle- Place Proffer Amendment," which application narric has been retrained to "Stoacfiftld�- Pursuant to Section 33,3 of the Albernaric County Zoning Ordinance, the Owner hereby vitiluntarily proffers the conditions listed if) this proffer Statement, which shall be Applied to the property if the rr4oning is approved by Albefriarle, County, These conditions are proffered as part ofthe revorting and it k, acknowledged that the conditions tile remalliable. The Albemarle PlacclStonefield project was oriBinally approved by the County Board of Supervisors on October 22, 2003 as ZMA 20014)07� along vvid) proffers from tile Prior kowner dated October 22, 2N133, arad a Code of Development prelvaret'l by'llic Cox Company dated Original Prorrer: Amendment: X ()cjobo� 15� 2093 (Nvuh ENhiba A to the Code orrieN,clopincia last ivvi,scd July K 2010f (tile Tht C(KIC Off)AWelopment included anollillicalion Plan (Alle "Code ol'IX-selilpfaCat"), . -Application Plan") -the toriliOvemclits, Proposed for 0le protrerty are collectively, rulerred to ns � the "I'Toject" The If,, rill "OVN,Ilcl�,,�i-.ircl"v�cti"�ilic�-ciiI Shull ilacludc Willi in its nicaning theownerofmcool and so=,jemrs ill interesi, The, term "Applicalion plan"',itters Ili Lxhibil X The tolu "Codc (if I)cN�elcipme�it"rei'.L,rqtcil;.xtiihit]3. 1-he proflers da ted October 22, 2003 that were approve(] W ill, . - ' ZMA 201-007 werearneirded by prorriersdated July 213,2010 that were approved With ZMA 2008-0003 by tile County Board (if S upervisors on Aug uq 4, 201 0, arid by proffers dated A ugust � ' 5, 201 1 thal Nvere apprilved with ZMA 201 1 -00M by tile ('faulty Bcourd of Supervi,som oil Sepleinher7,2011, These proffers amend ands,eperstale the proffl!rsaccepled in conjunction with the approval ofZMA 2001-007. ZMA 2008-0003, anti ZMA2011-00tA. 'File hearings tri'llic proffernset forth below have been picparcd for convenitatuc or reference only arid shall not control or arfl�T! the meaning or he takenas an interpretation infarlY Provisions , ofthe proffers. I� phasing of improvements; The Owner,,slad I phase development ofthe Prol;Xt as liallows: A. phasell: Phase I ofthe Project shall be, composed Of Blocks A, B, C and D us shown oln the Application Plan. and aslihown to more cloalml On Exhibit A-] attached hereto (**Pha%c I"), ,aid shall include street and utility iIIIpY0Vo!aICruS to serve [lie planned building hirproverneras contained within phase 1. As pail OfPha,w 1, tile OwncrShall design mid construct Disoici Avenue (formerly known as Albernarle Place Boulevard oftleitts, Fourth SoceKzday Hill Road) ("District Avenue") froto Hydraulic Road to the point where District Avenue Connects with tilt new planned western entrance it) the Sfivrry Marine f4eility in lite location shown kill the Application Plan, and as shown ill more detail ()if E-0ibill A-1 � This first phaxe ofli)i5trict Avernic shall include all supporting utility infrastructure Oil Stich street, and,shall he corriplicted prior to issuance ol'a linal certificate ofoccupancy far Any batildings within Blocks A, 13, C and D, Construclitu) Qf the firSt Phase Of District Avenue shall be deemed complete when it is constructed al collfriTallace with tile plans approved by Albemarle County or by the Virginia Department ofTraniparlation ( "rVIDur,'). as Ipplicabic, and inany event the Coulity Frigineer has zipprovcd it for vehicular travcl. No nurre than three handled se, elity thousand (370,000) square feet of-ramercial space arid otiv hundred sevenfly G 70) dwelling runts may be constructed within the ProJo,vt until tile remainder cit'District Avenue is constructed to the lieu planned intersection with U.S. Route 29 as shown (lit the Application Plan. Notwithstanding Anything to the contmiry contained if, this Paragraph I A� the Owner shall be pernottouil 10 LIIWZA� portions Of the Phase 2 land (as shown on E Nhilvil A-1) fat tile installation al"infrastruclure to serve the Phase I building improvements to be constructed in Blocks, A� B� C'euld D. 8- 11haw 2: Phte,e, 2 ol'the PrOjoet shall be coinflosed oll'Bloclos E,, Fund 6 as shown On tile Application I'liffi and 4,5Shown in Luore delail oil 1`xhibil A-1 ("Phase 2-)�rrvd shall nichride streetand utility irnproveractits lo,4ervc tile planned braiding irriprolvenlerts contained within Phase 2, As part of'Phase 2� tile Owner shall design Lord con6truct District Avenue firorn tile original 11rolfen Amendment: X Point where it connects lvith tile lifew planned wek,leril elarance to tile S'llerry Mature facility ifordit mid caust through Blocks E, F arid C to the new planned ancisectiall with U.S� Route 2() as,shown orn the Application Plailand asshovou in mory detailou E'xhibit A-1. Ihissceond phase of District Avenue shall include all Supporting ofility infrastructure rin such "'trucl until shall be corrititeted primlo i�s,qlraiee ora final certificate ofoccupancy lilt any buildings, �, vvitbitifilocilks F'., F and(;. ("On%tructi oil o I' the second phasc (if District A vei i ties hal I he detailed counplerc when it is constructed in conforniance with file plans approved by Albervarle County or by the V DOT, as Applicable. arid ill ally event tile Counly I-algineur has, approved it � for vell i cti fair travel. Notwithstanding any Ill i fig it, I tic contrary contained it) this Paragraph I B, the Ownershall be permitted it, utilize portions Or tile [-'base -) land (as shown on Exhibit A- 1) fur the installation ofinfittenruroure It) serve lite Phase I bl-lilding improvemet its in be constructed lit Block�x A� B, Cand D, Notwithstanding anything to the contrary contained in this paragraph tB or in paiagraph IA allow, final cerfificales of Occupancy nifty, be issued for buildings within Blacks A. B, CI D or E beyond the threshold levelli ootila,ined it) paragraph I A, provided (but the Owner (j) bas constructed at least a ternporfury rurad (at standards acceptabic to the Director ofCoinnifuraly, Devehlpfrielit) connecting Ithe first phase of'District Avenue to tile new planned interseclion with U,S, [,(date 29,, Or (it) taun demonstrate during the silt plan review Process, through traffic analysis acceptable tie tile Director of Community Development and VDOT, that additional traffic from such limildings, when aggregaled with the traffic generated by the uses for which 'fi cert, recites (of occupancy havc, been issued for bUildings in phase 1. will noleatate the Hydraulic Kotiol/1-I.S. Route 29 intersection lol fall 6clow 'in acceptable level of Service- All final site plans for the Project that include ally portion ofDistriet Avenue shall illclWv, a Mat mservirig thic portion ofilie property comprising District Avenue for future dedication as a public roaft, and within sixty (60) dity,, after written request for such dedication, the Owner shall dedicare: the portion of the property comprising District, Avenue for a public Lead, If fire public right--of-way is not dedicated by subdivision plat. the Owner shall be respon'sillte for lite Qo-t ofa survey arid preparing the deed it) convey the public ri igmt-of-way it, the County. C. [-andscatpe improvements and Associated strectscafiv improvenwills to %er've tile Plaulled building improvements coratured within each block, shall be reviewed at die, lion: Of filial 5uc plan, reviinw for cacti blcrck� The Pn)je-.1 shall have a consistently designed arid plarned streetscape along Pointe 29 and Hydratific Road. 2. Communitty Development Authority Participation, Upon request by the County, the Ovvner shaill petition for and ,coastal to all tax map parcels used for non-ro'idenflal fArrito,'les participatung in a community rievchopmoot Authority ("CDA") esudAished Pursuant to Section 15.2-5152, el seq. or the Code or Virginia ("Code") it) be created for the purpose of' implearanitang Route 29 regional transportation improyements, including but ')Or liolitcd W transportation improvements within the "Super Block" (the geographical arca hounded fly Rome 29, II-lydraulic Road. Con-u-nonweallh Drive, atid Greenbrier Drive) and i ntersectional improvernenas associated theiewilh. 3. Cash Froffter for Rome 29 Regional Trarimportation: I'lic Owner will rnaW ft orish conoilltitioni 14) tile County Rlr the MPO�2911250 Phase 2 Route 24 regional Iran,sportation study in (lite amount ofOne I loncired f-housarld Dollars is I (10,00,00). The cash contribution I Oliginal I'roh�c Anlrenchucirt: X , - within lian � % ( tic 41all 13C anadc INN tile 0�'kucl y l3t)) da�s upou rcqucst by tile CoulitY. I hi, In 4 r has, hee�l s;'Itisfied- 4. Cash Prolffer for City of Charlottesvilic Traffic Caltoing Improvements; I he% OwlI`vr I I e I I Shall conuribulc� 'I ell Thouxuad Dollars ($1 0.000-00) to the City orCharlolLesviii till' tic , consintoroal fly the ('fly of traffic cabiling unproverntallsoll Svvanson Road, Cedar Hill Rant] I And othel"City sutclis Intersecting Hydraulic Road in the vicinity of StoncIfield. 'file cash contributiornshall be made by tire owner within thirly, I30) days upon request kY tile City. I I' the traffic,caltaing improvementit tire not ituplermerved by i-Molvor 15, 2007, kill unespend0d fluids Shaill be refunded to tile CfWaer� 'file City V011SIFULAcd tilt; itaffic calining improvialmenis, and retlucsict] ilic prior owner of the Property fir pay the contribution oil November 9,2005, but there are tit) trarnediffiely Available records that such contribution wits ever receiwed by the Cily� I lison evidence of prior payrnent, of such ftindi that is Satisfactory to the Conatuy. the requirements ofthi- Parrigraylb 4 Shall be detailed Satisfied. Ili the event the Owner has not produced such evidriacc to tile Comity by March 31, 20,10, tile Owner shall contribute title funds io the City within thirty (30) days ot'a written ref4ut'st front the City, provided that such request is irrade no sooner than April 1, 201 1, At the little Stich funds tire dclivertAl to the City, the Owncr thall provide notice ol, such payment to tile County, - - ' nev �. Cash loroffer for Charlottesville Area Transit ("CAT") C'oramercial ( orridor "Jit ' Service*'; Upon the tequol, oftliq Cumay, the Owner shall contribute I Weary I housand Dudars ($20I)00,00) per antrurn or an arnotInt C(lUtil to twenty percent (20,!,1o) of dic annual operating and maintenance fslsts� whichever is less, for a period not to exceed five years for operating andJor maintabling a dedicated -jiurcy bta;7 service to retail commercial develuprocills, including SlonefivId, along the Route 29 Corridor. If tile CAI' -jillicy service" is not placed into operation by the (late or issuance Of tile first occupaticy pen -nit icir a carrurwircial building in 4onefield. then the oviarei shall contribute Seven Thousand Dollars ($57AWO-00) Per anflum, for' a Period o0l, 10 exceed rive years-, to CAT for costs tissociated-I with operating cximing CATb,us rouiLefs) that provide service ft, SlonclIcid. 6. Cash Proffer for Capitid Improvements.- TL he Owner shall contribute One Million I-ive Hundred Thoul5and Dollais ($1,500,000,00) thereinafier iciiared to as the "Total Contribunion") to the County for the puiI,loso (if I'Widing capital improvements related to Sionefieldf. File contribution shall tic paid as; follows: (a) I'llree flundred arid Seventy Five lliousaad[ Dollars (S375.(X)0.00) ,Shall he contributed to the County within thirty (30) days after the first final site 0an of' subdivision plat containing residential dwelling units is Approved fill Slrmcfiald� (b� an additioillid Thrct; flulidrvil and *vvrlty Five Thou"ifflid Dollars (S375,000,00) ofthe total contribution shall be contribured to the Courity prior to tilt, issuance. of, a certificate ofoccupturcy fiv the first residential dwelling unit in Storiefiefol, and (c) the nernaining Scver, Ifundied 1-Ifty Thousand Dollars, ($750,0011lrkii)) of tile Total Contribution shall be paid till a lim ran, basis Or rhyce 'I'llausiand I)ollars ($1000.00) per residentiad dwelling unit al the time certificates or occapancy tire issued lior the First two Iniodred frilly (250) dwelling unity, No additional contribution shall be required for the next two hundircd fifty (250) d\vching Units, 4 Orilanal Prolfvr� Arrioubtlent: X It'. five (5)) years from tile date Of approval of''the first floill site Plan or Subdivision plat for roidentiall dwellin,g units, Itle Total Contribution has nor been fally paid, tile balance otihe 'tolat Contributionshall lxcontributtat! to the (',(,)(ally within thirty 00) clays upon r,efluest by ittecoulliv. I f this. furld ])as not been exhausted by the County for the Stated P1317170SC Wit hill five (5) ytears frorm the date the last conhibution is made, all unexpended funds Shall be refunded im tile Owner. In additiont to the firregoing, atlel-lutakfingpornutshave been issued fion- Ille first live hundred (500) due,-Iling units within Stoncrield. the Ciovuler .,;bull pay to tile County Thrue Thousand Dollars (%3,()00.00) prior to the issuance or a huilding perillit for cacti flow residential I dwelling tanit thereafter. 7, Construcition of Frontage Improvements (in Route 29 and Hydraulic Road-, At its . expense, ithe Owner Shall plan, design, bond and construct travel taric isnprovc-niculs to be dedicated for public use on its Hydraulic Road arid Route 29 froulage The design shall be submitted with the first site plun for the initial phase of Striftefield, I'lie subject frontage improvernerris are depicted by Exhibit F, "Short Term Route 29 Transportation frinproverments." 17he County may require these impiroventent;i tit be completed as a prere,quisim to the iqstiance orally certificates OfoccuParicy 'The construction of the Subject improverments shaft be deemed complete when they are constructed in contiamarce yvith the Plans approved by VDOT mid Opened it) Pliblic Lose as approved by VDOT. 8. Construe tion of Off -Site lmprovelvkents' Upon request by tile County or as provided herein. thfx Owner shall plan, design, bond arid Coo5trUCt Off-Sitc tranSPOrlatiOn it-uproverincras in tho Colunly arid tile City, as depicted tin Exhibit F, "ShoritTeran Route 29 Transportation Improverninits". Ifthe improvements arc required to be constructed, tile County may require these irnp�ruvcnlcarts it) be, completed as a prerequisite to the issuance of any certificates of occupmncn�. Construction shall be deemed complete when die improvenients are constructed in confortmaarce with the plans approved by VDOTund opened ta public use W. approved by VDOT, A� Off-.5ite Improvements in the County at tilt Northwest Quadrant of the Hvillir.mulic Rourd/Route 29 Intersection, T'he engioccring, plats arid conistruetion docaninens; hir off -site improvements in the Courtly shall be subrililk(l with tile first filial site plan fbr Plinst I of sloncricid. K Off -Site Improviaintarta in tilt city at flit Northeast Quadrant of the Hydraulic RoaddRoute 29 hittraection (numbered items 4 and I I on Exhibit F). The Owner Shull submiii. thc engineering, plats tuld construt:tioti docunicatS (fit%,, *'Plalls'I for the City of' Charlottesville by January I 1, improvements in the City of0harlottesvilhe it) the � 7-012, The Owner shall diligently pursue approval Ofthc Phil's ill tile City, tribe City doieS not approve tile Plans by July 11, 2012, the Ovk,ner shall not be required by this Proffer In construct any improvements for which Approvals have it(,, been obtaine& The Owner shall rua he, required by this Proffer to acquirc ,or otherwise pay rbr right ofwaY if) the City for theese irnprovcrrferus� 5 I Original Proffer. � Aricothirealt X If lite ill lilt ovelliv in's �11'v Oapdred o' be coie�trucied� thc Owile, shall -nifillco: Construction of' tile allpro%cluents for which right ol'Wi4y is available within IvvelNe (12) lumalls after tile issuaticc ILI' the ta�sl ccutificult; Of occupancy widna Stonclicid. Construction shall he detallcol complete When the imPrOvOlicris are Constructed ul confolrolanct: with Itic phol's approved by 1,100'rood, operied to public use as Approved by VI)OT. Has Paragraph Kill) is Subject I() tile let ats tit Ilarag oph 14, -*Substituted rtansportation hillnovements." 9� Reivirvation and Dedication of land for Regional Route 29 and Hydraulic Road lottirstetion Improvements: the 0tvile, shall reserve 1"IF tile I'taurc dedication to tile Commonwealth of,virgirriaecriain land (.)if tile Pr(lpeny, in file County for certain Short-term r Irkar$ptlT4uiva iniprovernelas fun tile Route 29 and I lyciraul ic Rund intersection ithe "Short- lerm Route 291i iyotratilic Read IaIptVvcnuaAtS`) as follows: (it) the lurid shown As Pdrcel A 6,511 ST.- on the Plat of'Kirk Hughes und X.,sociates dated March 3, 2009, last revised March 25, 2010, which Plat is attached hereto as Exhibit I I-, fuld (b� clay portions of the parcels x1rown As "Palecl ()tic rujure 1kight, of, Way 1,1 17 S.F_-,1ParccITwo Future Right of Way 9,079 SY .... .. Parcel Four l'uture Right of Way 1,661) S,F.,�* and "Parcel Five Future Right of Way 790 ST.," an the 01111cial Map adopted hy, tile County On December 2, 2009,a copy orf'Wilich Official Map is, rftta,�,hed hereto as rxhibii 1, that are required 4 VDOT for tile Shut r �crvfesas (col1c,ctively, the -Short-1crarn _ v_ Itrin Rome 2941ydraulic Road haprov Improvements Dedication Area"). provided, howevex, that tile subitliv'Wrrh plats depicting Ill'; Shorl-fernn Improvernerug Dedication Area tire sub�iecl to filial apProval by tile County , Departnivrit of Community Developorent ,end finit tile precise boundaries arid size of tile Short-Terut linprovetnenis flediculion Area vaLLN lit adjmwdaccortfingly, 'I'lle, owner shall dedicate tile shn,ri-t-lerm Improvements Dcritication Area to tile (�,Laumonwcalth ofMigirda in fec sunple by October 1, 2010, orwithin thirty (30) days after tile County apPl<)ve,s tile subdivision plat necessary to dedicate the shorl-Teria Improvements Didicokion Area, whicticycr is first a) occur, Ili addition to Ific kiedication Of the Short;lreral Improvements DtfliCati(ni Area, tile Owner Shall dCdiCa1C and Critn'tY till necessary drainage and constrUctiou ea,sements tbr the Shon-Term, Route 293-lydratflic Road Inuprovcmumts. It the Short-Terin Improvemenis Dedication Area is not dedicated arid conve)cef its part of a Subdivision plat, the Owner shall Pay all coqm, or surveying arid pirep,aring legal documents in a toral acceptable to the Office (it' the Attorney Cienctill accessLary to dedicate and convey the Shorl-Tena Improvements Dedicaticin Area land. After dedication and until tile subject rvgiomil transportalioo improvements Arc traded fill' conslruction� the ouner shall! at tile request Of tile (,:ounry. arid with the consent of the Commonwealth (11' Virginia, nourratin tile Shorl-jerra lipprovernents Dedication Area land , until ivilueswoll hy tile Como) to uo longo tit) so provided the 0Wovv is granted the right it) � , file exclusive use of lite land for landscaped open sptfv�� a pocket park., temporary parking, , fencing, siguagct utilities or other purpose ,is lady be approved With the filial ,Site phallbr tile first phase of* Stootficlol, I 1pon th,ing, requested by the ('Ounty� to no longer Innint"in tile 111 Original Proder: Artlendrocia! X land. tile Owner shall cease all use of tile land and remove till improvements esariblisbed by tile owrler that tile, Couray requests lie wmovcd. Ill Life event that the adopied design tilt future public intersection ituprovelacoV5 1100 not 1-rquirc the utilization orall ofthe Shm-t-Icrin hoprovements Dedication Area land, upon [lie , ( ifierred to live Owner )wner's request, the residual portion Of tile deelica[ed land shall IV trairs, at 110 o%Xpoalse to the Owner. 'ILIve deed(s) of dedicalioin for the Short-'lerm linprox1tracrits' Dedication Area rimy provide lilt- Stich C00chtitals, 10. Reservation arid flIoditation of Additional Land for Route 29 arid Hydraulic Road Intersection Improvements: I'lle Owner shall reserve for lailue dedication to tile (:uunty, subject to the conditions herein b0ow,certain additional )mid (fit the Property l5ar flit right of way for firturc Hydraulic Read and Route 29 related regional a-insporiation itirproveircriLq (the "Long-Terin Route 20/rlydraulic Road Improvements") as follows: (a) the =a ShOwn ' as "Parcel At 1,432 S,F." oil 1�\Ilibit 1-1; arid (b) any plittians or the pureels shown, on Exhibit , I that vw re not previously dedicated If) tile Conationwealth ori'Virginia for the Short -Term Route 2WHydroulie Road Improvements Pursuant to the Paragraph 9 herein (collectively, the "Long -Term Improvements Dedication Area") provided, however, that the Subdivision plats depicting the Long -Term Improvements Dedication Area are subject to filial approval by tile County Department cil'Curarnunity rievelopment mid that the precise boundaries mid size of thc Long-Terro Improvenifentg Dedication Area may he adju5tedaccordingly. The Owner shall elcificaw tile Long-term Improveme tits Dedication Area to) the Coura)' within cutlery (90) days after the County's request tilt such dedication, arid such dedication shall illetude the dedication arid conveyance of all necessary drainage and construction casements for the Long -Term Route 29/Hydraulic Road Improvements, If the Loing-Ternif improvements Dedication Area is not tied itaited and conveyed asi Plat of a Subdivision plat ', tile Owner ,-,halt pay lilt costs of surveying and prepmring legal docullICTITS in u foral acceptable to the County Attorney's Office accessory to dedicate and convey the Long -Terra Improvements Dedication Area. Until tile Iong-Term Improvements Dedication Area hard is dedicated. the Owiler shall maintain the land and shall retairt the right it) the exclusive use ofthc land for landsc4ped open space, a pocket park. temporary parking, fencing, utilifics or other Purposes as alay IV Approved with the first finat site plan for Phase I of'Stollefleld, The conditions oil Ille slibi4oct vese",ation and dedication shall be as lblhows� (a) fu Ole event that the aduptod design for lature public inforrsection impri-wernents doc-snot rcquin: the utilization ofalt (it Ifitt 1,ong-'I'cral haprovememils Dedication Areal lmld� upon reitucst of like Owner tile residual Portion ,,,hall he relcased by tile County firoal the roservalion or, if tile land hit,,, been dedicaled, urrilin rLqutst Of (lie Owner title ,Shall lie transferred back it), out[ for tile use of, the Owner at it() expense to Cywncr� The decofsf of dedication for the farng-Tcrol Improveiperas Dedication Arco may plovitic for $net' coralitiolm 7 Original Prorfi:r fiellicaldnictil; X (I)) 'I he; design and fainsiruction oftlit: Loag,-Iclar Rouic 2941ydrouht; Road fulprovenroans \[fall sub"slantiall) olmillain tile access, function, arid coutinally of,crNiCe offlie phione'd ., onerwelion t1i'Swun,son Road (I'Xiendcoll. and c%isdirig Hydraulic Road into Stonefield ta the location of the exisling Swanson Road and Hydraulic Itoa,t) interscctiow. odiervvi-ic , this proller hccourcs null and void. It. Sigaiiiization of Hydraulic Road arid Route 29 Intersections: I lie Owner shall IV responsible for naffic siguali"'alion iulpfto, cuiclos as klllovvs� A. tile Owner at its CxPUoW Shall Cflgaiccr� boad, arldconstiuct raffle s,ignalizatital i mproveracrias lit tile i ruenteclion ofFtistrict Aven tic- and I I ythau lie It oad. 'I'hetraffic si . hill I be constructed when the County or linalization ifullonvolltalls at this intersection s VD(Yrrixtucst installation oll'such, but lit any event prior to the issomice olfa certificate of occupancy lilt ally building in Blocks A. B, C of- 1), Provided that such Signal is warranted by the traffic volumes Or is, othen,vise approved by VDOT� B, Owncr At its expense shall onginecr, houd arid construct trallic signalizaiion i inprovements at the intersection (if District Avenue and I 1, S. Route 24. Tile traffic signalization improvements at this intentecrion shall be constructed when the County or , � VI)OT request installation ofstich, but in ally event prior it) tilt istalance ora "nificate Or occupancy I'K)r ally balloting ill Blocks b.', F or G, provided that such signal is warfainted by thc tralfte voluailes or is otherwise approved by VDO'L provided that such signal is Warranted by the traffic valuilles at is titherlyise approv�d by VDOT- , 1Z. �ComiltoawvalthDrivvConnectit;wi: t1pou denrandofthe Couray, but ric, earlier thanthe Issuance ofa bufldingpentit oremy building within Block F. the ONvuer shall reserve right- of-way along the northern edge ofthe parking lot in Block F of the Property for a future street connection to Commonwealth Drive through the -Coindial Prt,pvyty" (TNI 61W-3-18), The future connection Will he a ,,,,a laric facilitv� Upon thcrequeat ofthte Ccfulay� tile Owner shall engineer, build and Construct tioth tile oil - site arid the off -site roilions Of tire connection to Commonwealth Drive fill the "Cortidial Property" provided that case,ments ancl etcquisitiont orright-of-way as may he necessary for such construction For tile cormcelion through off -site properties tilt this imprOvcracra have been granted ta no cost to tile Owner, arid tile TerlirICS1 far "'ell connection through 111C ifrr-siuc prope . ny is made by the County prior to October 15, 2020. Upon the request orthe Counly, tilt. cantlection shall be, crunpletcd t7�y tile Owner within twelve (12) intratlis frorn the date of , 'et fordl above- smisf"action Or tile colairk"IN as s 1.11, Other 11yinper Block" Street Coorectiorlau I he Owner -hall reserve land ;aid grant construction and perillancint access eastancius or right ofvvAy at no expense to the County for the purposes of future construction (by olthos) of , inter-pul ce] street connections within the ' "Super Block" at file following locations; lihiu,siou Street (forincrty know" as First Street ' ) (to West it) Conullonwealill Drivey Blackbird Lane (lornwrly known as'Finrof Street) (to west, to commonwealth t)rivc), District Avenue ilculnerly kookkii as Cedar l4ill Road Extended) (ill Black F rorth to "Corriefist Property"), District Avcnia: (fornictly known vrs Fouilh StrccO Origi flit-, Proffiel � , Arimidurcrill X (betwecri Blocks F und (i north to-t,'orudial Properly-), Swanson Road Extended (to north to "Sperry Ptoperty") arid Lit two addilhomal locations into Sperry property. 'file locations ror cascirwill or right of way reservation and dedication arc its u I gvrremlly depicted oil Fxhibit A and labeled thereon as "Future rxiensioll " However, the lCtcaliolef - - modified by the Owner upo , ,aid numbers of'such inter -parcel street connections niety be 11 a variation granted by [he County Plarriving Director. 'lliese eascratau Or right orway locations , shall be identified, planed ani,i dedicated 41 tile request ofilic Coulltv in corrikinction Witt, ,subsequent site plan applications for Sulnefield. 14 SubstituteciTrans,portation Improvements. A. In lieu ofconstructing lhe� improvements, reterencud fit PaTruiraprih Sill) herein, which Paragraph 8(13) rcl'iers, to certain off -site improvernents in tire City o f'Churlotttsvi lie at the northwest quadrant of tile I lydraulic Roadi'Route 29 bacm,ection, arid also other improvement,, along the City side of'Rouiv 29 btNivon Hydraulic Road arid Greenbrier Drive, which improvements ,lie collectively hereinafter referred to as tile "Paragraph 8(B) improvements". the Owner may elect, in its sole discretion, and oil tile leuris and conditions contained in this Paragraph 14, toconnibirw cash to the City for cerimin transportation improvements lit the City known as the `Rtr, 291250 Bypass Interchange Improvement Prifiect" identified As VDOT and City project number 0029-104-248 (the "Substituted Improvements Project-), R. In the event the Owner electsIo contribute cash toward tile Subsirtuted Improvernerits Project (the "Owner's Contribution") in lieu of constructing the Paragraph 801) Improvements, the following terms shall apply; L The Owner shall nolify the (.',entity's DimetorofConnaLlafty LICV6011-latlu (the "Directile') in writing of its election within sixty (60) day-, after the approval ofthe first final , "aulleficid (the "Notice"), Thc Owner shall also ,%-ad a copy of life site plan for Phase I of 1� Notice to tile ('ity DOVOOPURNII SCivices Manager at the same time it is sent to the Director. 2. The submission ofthe Notice it) tile Directorshall Suspend tile deadline for tile Owner to submit the Plant� (as *,Plans" is defiffed in Paragraph 8(B)) to tile (,'fly, i rupp5cable. 3� '[he hu'roUnt Of tile Owner's Contribution it) The Substituted Improvements Project i-hall be �, , subject it) a written agreefrocat between tile Owner arid lite City (file "(7ity Agreement"), Within ten (I 0) days lifter fall execution of tile City Agreement, the Owner - .shall provide it copy ofthe Cily Agreement to the Director, 4, Within six (6) morahs afler tile Notice is seat to the Director, or within sixty (60) days after cNecruion ofthe City Agreement, vchichevex is Imer to occur, the owner .,;hall contribute a portion of tile Owner's Contribution lo the City in file national (if One Million Dollars (SI.fq)()J)It))� Icisany, arrountscrtdited by the Cify arid VDOI 1olIIC0WaeTha`PlflIIIluI9 Aral dcsi�n work, oil tile Pansw-Lipirk 8(a) hoproverruans (the "Net Contribution"). The Net Contribution may be; in the form or cash or pi, letter of credit issucoll by a I:Lank appioved by tile Origival llroflcr� Anicridnient; X (�a�r, or a combination ihVA:0f I lie City AV,itenrcia shall ,�ct forth tile term,iol arid schedule lilr draw down ot life Net Cono i billion, i. In the VvVilt that tile Substituted I milrov ell lelas, Project is lerounaled. of has not othe"Vise he'ni Completed (as described herein) Within thirty-six ('16) goonth, allet, the City receives the Net Contribution (which lhirly-siX (3(lj to011th period may lie exicrided by Intaurtl agreement ofthe Charlonc,svilk; City Managcr taid. the Albemarle County Executive), and upon the Ciiy's refunding of the Net Contribrilion to tile Owner Pursuant If) tile City � Agretaricia. tile Owner itrall filryvurd funds equal it) Five I hundred Thousand Dollars ($50(m)(m) lo tile Counly ft Ir ffindirL8 iransportation improvenicras in tile vicinity ofthe U,& Route 2-911 lydrautic Ruad inicn,wition ithrillified in tile Courny"s Capital Ituproviallent" llrok,lraro. Ili the event Such funds have not been expended by tile County frit- thestalcol Purpose within tell (10) years from the date the foods were contributed to tile ( I ounty, all ul,L-xpetitlejftiiid,,�,,.iliallberel'kiiidedtothr.Owiier. CoiistrtictiojiofthvStji)stitutcd I in provenivins Project shall be decoled con, picle, when tile ilitilaw.-claunt s Lire accepted by I lie appropriate public entity or art, handed for the elrlily'�S acceivIall-, , 6. Notwithstanding tile provisions of Paragraph 14(11)(5) loacin, upon the Cily's receipt oftht: Nd Contributiom the Ownc-ball K, relieved ofany oNigation to construct the Paragraph S(B) huproverleills. (Signature Pages Immediately Frillov-1 , WI'l NFSS the f011cming signatures: , X Odginal Proffer' Anivridaricrw X ALBEMARLE PLACT EAAP, LI.C. a Delawate limited liability company 111'�--,-, � W, �,`- O-i&--- -- � -, ----� L----------------- -- od, odi W. McLean, President I I I -� ALBEMARLE REALTY (E&A), LLC, a South Carolina limited liability company By: Ldens Realty, fac,, a Soui h Carolina corporation, its "We member , � , - Original Proffer. Amendment; X THE HAVEN ATSTONEFIELD, LIX a South Carolarat,larrited liabilit -am RY " -5. � - X-L-t"- if- =4,+,1 ,n- -),e- ,� By: li;�-,�---- - * --- --- - ----" -------- � � - printed Name: -,-� -�- -!�---�!- -!!57- Title: pp�cr.j,.Ii- I 0 COUNTY OF ALBEMARLE I Department of Community Development 401 McIntire R"d, North Wing Plain e (434) 296-5832. Charlottesville, Virginia 22902-4596 Fix (43j) 972-4126 - I I November 25, 2013 Steven F. Teets, L & 7200 Wisconsin Ave #400 Bethesda, Md 20814 RE: ZMA20i300009/Albennarle Place/Stonefteld Proffer Amendment TAX MAP 111WISECTION 31PARCELS 19A, 198,23,24 and 25 Dear Mr. Teets: ' On Noverritler 13,2013, the Board of Supervisors approved the above noted NMD rezoning application subjectlo theapplication plan dated October 21, 201$, code of development dated October-21, 2013 and attached proffers dated NoverOer 13, 2013, Please refer to these documents fo�r any future applications and requests on thir. property. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved may lawfully begin until Ali appilealifte approvals have been recolved and conditions have been met. This Includes: � . campliartcewfthappituab[OPROFFFRS; . complianee with requirements of the CODE OF DEVELOPMENT; . approval of and compliance with a SITE PLAN; and . approval ofs ZONING COMPLIANCE CLEARANCE. Before proceeding',with further use of this property or should you have questions regarding the ahove- noted Action, please contact Rebecca Ragsdale at 296-58a2 87hrely, L� , , yne Gill rg V. �� 11r1--.`t`CPt1'I rn. - Director of PI ning CC: Albemarle Place EAA LC P 0 Box 528 t Columbia & 29202 Albemarle Place/Stonrefiteld PROFnR FORM AMENDMENT TO PROFFERS Date: November 13, 2013 ZMA # 2013-00009 Albemarle Place/Stonefield Tax Map and Parcel Numbers: 061WO-03-00-019AO (as it has been subdivided), 061WO-03- 00-019DO (as it has beta subdivided), 061WO-03-004)2300,061WO-03-00-02490, lund 61WO- 03-00-02$00 65.034 Acres zoned Neighborhood Model District (NNM) to be rezoned to Neighborhood Model District (NMD) This instrument arnends these certain Proffers dated March. 13, 2012, for ZMA # 201 1 -00007 Albemarle Place/Strinefield C'ZMA 2011 Proffers"), Except as expressly amended herein, the ZMA 2011 Proffers shall remain unchanged and to the extent that any terms, conditions and obligations contained in the ZMA 2011 Proffers have not been fully mot, such terms, conditions and obligations shall remain ill full force and elifert, Albemarle Realty (E&A), LLC, a South Carolina limited liability ctimpamy, is the owner of a parcel of land that w= subdivided froin tax map parcef 061WO-03-00-01900, which parcel is shown as "Lot DT', containing 5.487 acres, each on a plat entitled "Plat Showing Subdivision of Stonefield, Jack Jouett Magisterial District, Albemarle County, Virginia!"' dated My 15, 2011, last revised November 10, 201 1, prepared by WX Associates, which p1lat is of record in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed. Book 4135, page 215 (the "Lot D Parcel Subdivision Plat"). The Haven at Stomelfield, LLC, a South Cutilina. limited liabUity company, is the owner of a parcel of land that was subdivided from tax map parcel 061WO-03-00-019BO, which parcel is shown as "Lot E2" containing 7.6318 am-'s, Do the Lot D Pa=I Subdivision Plat. 'MacFarlane Stonvfleld, LLC a Virginia limited liability company, is now the owner of a parcel that also was subdivided from tax map parcel 061WO-03-00-019BO, which parcel is shown as "Lot DY, containing 1.01 0 acres, on the Lot D Parc�l Subdivision Plat Albemarle Place EAAP, LL,C, a Delaware limited liability company, is dile let simplu owner of taK map pareeliff 061WO-03-00-02300, 061WO-03-00-02400, 061WO-013-00-02500, and the residual portions of tax map parcels 061WO-03-00-019BO and 061WO-0:3-00-019AO that were not conveyed to either Albemarle Realty (E&A), LLC, MacFarlane Stornefield, LLC, or The Haven at Stonefield, LLC, For the purposes of these proffers, Alberrlar�Le Place EAAP, LLC, MacFarlane Stonsfield, LLC, The Haven at Stonefield, LLC, and Albecinarle ?.Wry (E&A), LLC are collectively refmTed to herein as (the `Owner"). The term "Ovnier" as referenced herein shall include within its meaning the owner of record and successors in interest. --lax-mag-pa - - . � - � - - - - 061WO-03-00-02400, 061'WO-03- -00�-'Oz�00,-ulid-M-W"3700:01-gBo-(twimiffvhL-lou-c�maed-thm-fmn�TP=umlrm-&j��-tm-b-- (Original Proffer: jAmendment: X Parcel Subdivision Plat) (collectively, the "Proptrty'l, are the subject of zoning map amendment applicatioa number ZMA 2011-00007 originally submitted as "Albeirearle Place Proffer Amendment," Which application narne has been renamed to "Stonefield;- I Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owncr hereby yolailladly proffers the conditions listed in das proffer Statement, whicit SbAll be applied to the Property if the rezoning is approvc:d by Albemarle County. These conditions are proffered as part ofthe rzzoning and it is mtknowledged that the conditions are reasonable. The Albeaffirle Place/Sionelfiold project was originally approved by, the County Board of Supervisors on October 22, 2003 as ZMA 2001-007, along with prflff�:rs from the prior owner dated October 22, 2003, and a Code of Development prepared by The Cox Company, dateii October I$, 2003 (the "Code, of Development"). The Code of Development is hereby amended to substitute the Appendix A, attached hereto in place of the Appendix A ftom the 2003 document, The Code ofDevelopment includes an application plan (the "Application Plate'). The term -Appficulton plee henceforth shaft refer to the Exhibit A attached hereto which is captioned; "Albemarle Flare Towit Center, Also kn9wn as Stonefteld, Albemarle County, Virginia, Amended Application Plan - Full Build, Exhibit A, disted 10-21-2013." The improverrionts proposed for the Property axe collectively referred tol as thos "Project.' Except as expressly amended licreitt, the ZMA 2011 Proffers shall remain unchanged and to the extent that any terms, conditions and obligations contained in the ZMA 2011 Proffers have not been fully met, such terms, conditions and obligations shall remain in fifIll force and effect, ' (Signature Pages Immediately Follow) Original Prefer: Amendirrient; X WITNESS the following signatures: ALBEMARLE PLACF EAAP, LLC, a Delaware lintited liability company B , JO � CL , resident ALBEMARLE RCAUrY (E&Ah LLC, a South Carolina linnited liability company By; Edens Realty, Iric., it South Cuolina corporation, its Sole member B � - - - so 0 , Me flain, eiriden, Original Proffer: Amendment X THE HAVEN AT STONIEFIBIL10, LLC a South Carolina limited liability company I By: - Printed amci)- 2e,;4A,'� (;e---o Title: T,4-�- il I F D', 4'r;-,J 7- -- - MACPARLANE STONEFIRLD, LLC a Virginia limited liability company By 4 Pri led Name; OtUIV ll`�� U064" let' 't-'-- _L Title: i4a /tu w 12el 9 TO; Gar2ld Gambu FROK Wayne 05mberg, Directipt- of ManniM DATE: May I 6. 201 1 . P El Attwwre Place (Stonefin4 PreNninnary Sltb plan, Maroh, 21, 201 ,I 1 . Rlunnin���� I SKdon 85Z.3 of the ZorAng Ordlinlifint-e Wlaws dv DirlilctKyr Of Pluriting to aflow a <e pho W vary from an approvied gererW development plan or code of dayelopment in the Nethboftod Model Disu-ict if, arnong ouSer pTcyislom the diran-or dinemines dut the varkath:vni 6 in S"eral acccird , with t�A purpose and intiarltt;of the app"v4 application plan and code- The follo'nig is an aral�siils of cart2fin fmitIxes prevlau* identified or Currently batlrq requested to vary from the jlpKo"d application plan and code as ;hey rdm to the current site phn (dated Mrch 21, 201 1 �, Features cws6tani: witN the phn 2nd rode or variations 111110wable undej- 50iction 95.5.3 are s,Q "CB4� Theater Locadan and Reflaftwhip to Horalitfic Road (Pr"Gusly a4dresseld ki 5123106 variation) The prnp,csed rellootion cif the 0, ever trom the southwest earner of tlbe site to 3 location ;Jong Hydnulilc Read east of Cedar HJI Road varies h-am the apOication plan that presuibeli townKauses along this perdcn of Hydraulk Road The intent of the townhouses w,u to -1actjvaW' th is edge, , .f the Proiea and proyWe a visible transli6on from Hydnullc fu:lailt an Entruce CorrIdur, to the barjc of the d"rilmentsmire proposed In the appmeatictill pbn. sto hw pre,vi,otally indicated that the appltcant neech to deimfornstme that 9be propond thanips wip be a sulluble design substliftiAN fz>r the towrholusa unlim shown on the application plan, most ip,ardculariy to the satink"Itilln Of the ARB, THs is an mHowabW vailiationt prcisirWed tfiat ail ARS condidons are complied with. Second floor Usw (Previou* addressed In S125104 Ywiation) The applisciltion plan i1als"ted uses on both tlie first f6or mid upper leyek throughout the project- WhWe vertkal mixed use wouild be a positivit " desitraWe featt.re Of thu devekpirrietrit, it wais not a riMtstrer"not of The Vplicatinon pbn and axle, Thus, the site plan is considered corksk%zent Black A (Previcusly noted in W28109 Advisory C,olifityrnerit I -5) NrWng I= a4acem w K,L 2� and �ydralullc Rd, in the initial plan are to ba relegated (th,v is th"t 1, Is nat vy closer to the street dw the jr-ont line of the bluieings along the Kraet) aj-pdjor sCreened w the salisia0cin LO the ARB, 131ock'D (Previously notod in 9128109 Adviselry r,-iomments) Farldng lots ad0cm to RL 29 Jr, the iriti;al ptan are to be rejeMd (that is that it is not any Ozer to,the strimt thDn the front line of the buklings 21mg the s, a ) ;ind/or scriunted to tfte satisfa crf the ARB. V -Ot _ CdOn Block C (Prayiou* noted in 9aV09 Advisory Comments) please refer ta rNeater location and r4abonsNip to Hydmullic Rd. above- Mo. rianna that the Code d Developirrierr: says min1murn I swries (up to 5) eNcept for resnut-wits, outdoor caW and remil lidoskir in Mock C- Arym Nou 31 1 W07 varilawn, if s�dil applicaNe (atmich ed) 4129ti I Vatristition RequesU: #s 11, 2 artid 3 - Changes ta the bcabom d@sigN i"ur, size arid icrienm�ern,cif wh Via" c6ir- ape n arid green spxe are g=Ad corisi5ttitint, vil" the firiftp under Staian 8.5.53 (c) as youi Fitava proarited and are parm isilible as deOtted, #s 4. S UW 16 - MaMcItkM w Z1110w ficir Ove width Qf siilewafks� pk*�g smips arujiganuer, can be grarnied cclinsinem with the f ndfrigs under Section 8.5.5.3 (0 as You have presentad suNecr tn� -4 ninirrifurn sidewalk vAdth of 5'berweeri planting sci-flips/boxes and the imcarictir afte Qf`:WewWksi oto PrWr% overhanig cm si4ewabs in ipw*ifirig lots nimit to sWewAls; and all planiting su*i;;Ib,ox,a locned betw"n edge. of street and sidewak and a minimurn of S'� #7 - Change tO the design of StoridmId RNd, fr= -a four (4) thirle- sm-,tjon to a (2) liane, section as qmd czn be granted r.,orWsmilt with the fin&Ms under Sectie'" SS,5,3 (C-) as YOU have Presented 11UNea to County E*naarND0T approval based on appjjmWe u-dk madwA #8 - Changs to t1he layout arild Orientation of parking spacm ak8194rgkwcod Drrve such ftL the spitces are arlitived perpendcular tO linalewood awat bar-eTted as In&wood wig Minction as a P=Ilel street to Ow nw-mwad Storliefield 91Y4 ($ft. #7 aboft) and atich parking �s ncit in go neni xcord with th't PI11111-POse 2nd inum Of the aWoved ructning for die Albamairle Pface sitreet'system. Paraillel parkirig is desired, but it is possibliiiii for ant*d parWI w be considered ,under County reguWau (provided this strm Is appirmed asa private sbrenX depwdent cm,thv jruip= C,f th,z anged parldng to the furfak;fnallcy of the =met based on appNimWe =ffic =(has. " - Modifleadon, Of Main SL 1�asjfn to allow ailrbless SeCtk�xn,l M be granted con5lismirt voth the findiings under Secdort 8,5.5.3 (r-) u you have presatted,subien to County Ervineer appre4., #1 0 - Ailcrimance of Storiollield Blvd as the only rmd dedicated to public us, wftfgn the K0,ject, is af option payntned on pqcs 2EI arid 211 of the CD& of Developilin em wxkr ,1Suwt classiflCIIJ10n.1, and ir subject to raview underapipficabk ordl,name provisions. #1 I - Allowance ofright-ino turn kom sbutfibourW Rt, 29 into BIhXk 8 can be granted constiStient with Ole Ilindings wx1ar Sectort 845.3 (r-) as you flave pritsented slitilla!M Courny EnginewNDOT a*rciirlilll based on aWcalkile t-alk swcg es. #12 - MoMadclet of tht Kcick D and bloc* E boundaries Is gramd carisistax with tha findirip under Secdelorl 8S.5.3 (Q,) Z4 you have prezerewid and is permis5iii,bile as deptimed. # 13 - AJI,cfwanct of six (6) 0my hotel as tong as it -is no taller than niney N) jk-,et is Sr -anted oonsistent wdi the fin4dkrr urz*r Secdon 8-S.5-3 (C�) as you have prew, Off 2��nd is permissible as depicted. #1 4 - Modification to W low forY rinhithifflum slitlewaks along anerilaT of rear of sorne buldinp cam be r-anted con&ttmt witi-1 the findInp under Section 8-S.5.3 (r-) u You have presenm,d subfect co too parking overhwig ormo sidevilrailiki In P"ng �= nepm to s1drwalks, #13 - CNanges tD the width of *c b4ffier area at EM weslmrn edge cif the project pr-qparty To a "rinritim of 11Y can be grzillited consistarit with the findings under Secdon Z5,53 (c.) as you have presented -subject tO clamPliarice with the sacoind PnWaph an pap. I 8 of the Code of Develt:Ipmart tinder "Exterior Landscapirig aW Visual knPact MtOpthn" and anr site plan requiiriermnu tim nil& be a"kable, imiuding scregrinn; of objectionable lfafature3, 51 1 311 1 Varint5on Roquest Replacomint c4 Noirtfil and Soud, New Main Stream between Buddings D1 and D2 witha siln& roadis granted cocs&em with the firitilings arxkr Sect'llion &5-S-3 ft-) as prewnted and Is permissible as depicteiiii Please nomthat developinervit under && mquat b adi swb�ea to all cKher applicablip zonnits. sk# p6n and building permit wcvvi5ions and these varlaftns do nbt su"rsede those mquirarneria. I REVISIONS - # Description - Date -- - - I t - I � - I I p K owner: . :1 :z THE CHRISTOPHER COMPANIES : : 11 ; 10461 WHITE GRANITE DRIVE . CIAKTON VA 22124 1 � , 1: I. engineer: . . . .: , 30 SCALE, LLC . . . . , I � � 871 J USTI N DRIVE . : PALMYRA, VA 22963 . 11- 0 p: 434.242.2866 e: mike@30scale.com " web: www.30scale.com ," -� ,�, . ..111: , 1�eR` � - -.� , �M,M, . 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GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE-MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING X CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED) AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HIEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 2.5. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1-FOOT ABOVE THE PIPE CROWN SHALL BE 1-INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, iGP, GM, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN t3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE RIEQUIREMENTS OF THIS SPECIFICATION. 3. EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS/LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL IFILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS %-INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION/CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR -CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPEIRTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6-MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6-INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6-INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6-INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6-INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10-FOOT LINE OF STRUCTURES TO 98% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 98% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 100% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILILS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PILANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY ECS, LLC. TITLED "REPORT OF SUBSURFACE EXPLORATIION AND GEOTECHNICAL ENGINEERING ADDENDUM, ALBEMARLE PLACE, CHARLOTTESVILLE, VIRGINIA, AND DATED MAY 8, 2009. THIS REPORT IS AN ADDENDUM AND REFERENCES THE FOLLOWING REPORTS: SCHNABEL ENGINEERING SOUTH, LLC, SEPTEMBER 27, 2000. GEOTECHNICAL ENGINEERING STUDY, RETAIL DEVELOPMENT, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 22, 2004. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE TOWN CENTER PHASE I, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, OCTOBER 26, 2006. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE POWER CENTER, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 2, 2008. GEOTECHNICAL RECOMMENDATIONS, ALBEMARLE PLACE, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. REVISIONS # Description Date NOTE: THE ABOVE -REFERENCED NOTES ARE FROM THE APPROVED BLOCK D2 SITE PLAN, SDP 2014-00070, AND IS SHOWN FOR INFORMATION ONLY. owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com z 0 0 v u, Lu J J � m J X W CL G 0 N �o w G1 ' M Ol Q � o Z Q V a�< CLLij r-I to ui ca N 0 QcQ C a Q w 0 Y U sheet title: GEOTECHNICAL ENGINEERING NOTES sheet # OF 19 scale: ill - 20' date:' 3/4/2019 a © 2019 - 30 SCALE, LLC ALBEMARLE PLACE WAIVERS, AGREEMENTS AND CLARIFICATIONS ADOPTED BYTHE COUNTY OF ALBEMARLE ON DECEMBER, 2003 AS PART OF ZMA # 01-07 AND AMENDED ON AUGUST 4, 2010 AS PART OF ZMA # 08-003. WAIVERS TO THE ZONING ORDINANCE, CHAPTER 18: UNDER THE AUTHORITY GRANTED IN SECTION 8.2, THE BOARD OF SUPERVISORS HAS WAIVED, VARIED OR ACCEPTED SUBSTITUTIONS TO THE FOLLOWING SECTIONS: 4.2.3 LOCATION OF STRUCTURES AND IMPROVEMENTS: THE REQUIREMENTS OF SECTION 4.2.3 ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(Ib). 4.3 (aft) TREE CUTTING: THE REQUIREMENTS OF SECTION 4.3 (aft) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.6.1 FRONTAGE AND LOT WIDTH MEASUREMENTS: 4.6.2 LOTS, DETERMINATION OF LOT FRONT: 4.6.6 LOT ACCESS REQUIREMENTS: THE REQUIREMENTS OF SECTIONS 4.6.1, 4.6.2 & 4.6.6 ARE WAIVED UNDER THE FOLLOWWING COND11IONS: 1.) ACCESS WILL BE MAINTAINED TO THE INDIVIDUAL LOTS THROUGH ONE OF THE FOLLOWING OPTIONS: A.) LOTS MUST FRONT A PUBLIC STREET AND BE SERVED WITH DIRECT ACCESS TO A PUBLIC STREET, OR B.) LOTS MUST FRONT A PRIVATE STREET AND BE SERVED WITH DIRECT ACCESS TO A PRIVATE STREET, WHICH IS BUILT TO THE STANDARDS SET FORTH IN THE SUBDIVISION ORDINANCE; PROVIDED THAT ANY SUCH STANDARDS MAY BE WAIVED OR MODIFIED AS EXPRESSLY PROVIDED IN THE SUBDIVISION ORDINANCE. (NOTE. AN EASEMENT SHALL BE REQUIRED TO ALLOW THE GENERAL PUBLIC THE USE: OF THE PRIVATE STREETS AS A RIGHT-OF-WAY). 2.) WHERE PARKING FOR A LOT IS NOT ON -SITE OR DIRECTLY ADJACENT TO THE LOT ON A PUBLIC OR PRIVATE STREET (I.E., A PARKING GARAGE), THE OWNERS OF THE DOTS WHERE PARKING IS PROVIDED IN A GARAGE SHALL HAVE PERPETUAL ACCESS TO THE PARKING GARAGES AS WELL AS A PERPETUAL RIGHT TO PARK CARS IN THE GARAGE. THE RIGHTS DESCRIBED HEREIN SHALLUN R WITH THE LAND. THE DEED, DECLARATION OR OTHER DOCUMENT ESTABLISHING THE RIGHTS DESCRIBED HEREIN SHALL BE SUBJECT TO REVIEW AND APPROVAL BYTHE COUNTYATTORNEY. 3.) ALL STREETS AND ACCESS WAYS DESCRIBED ABOVE SHALL BE REQUIRED TO BE BONDED AS PART OF THE SITE PLAN OR SUBDIVISION PLAT. 4.6.3 LOTS, YARDS ADJACENT TO STREET: 4.6.4 REAR YARDS ON INTERIOR STREETS: 4.6.5 SIDE YARDS ON LOTS: THE REQUIREMENTS OF SECTIONS 4.6.3, 4.6.4 & 4.6.5 ARE WAIVED AND REPLACED WITH THE BUILD -TO LINE STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.7 OPEN SPACE: THE REQUIREMENTS OF SECTION 4.7 ARE WAIVED AND REPLACED WITH AMENITIES AND, IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.11.1 COVERED PORCHES, BALCONIES, CHIMNEYS AND LIKE FEATURES: THE REQUIREMENTS OF SECTION 4.11.1 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT MAYAPPROVE VARIATIONS FROM THE REQUIREMENTS OF SECTION 4.11.1 USING THE CRITERIA SET FORTH IN SEC11ON 8.5.5.3(c), IF THE APPLICANT FOLLOWS THE PROCEDURES ESTABLISHED IIN SECTION 8.5.5.3(b). 4.15.5(a) SIGNS AUTHORIZED BY SPECIAL USE PERMIT: THE REQUIREMENT OF SECTION 4.15.5(a) OF A SPECIAL USE PERMIT FOR OFF -SITE SIGNS IS WAIVED. OFF -SITE SIGNS WILL BE ALLOWED BY -RIGHT. 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 HIGHWAYCOMMERCIAL (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 CONDITIONALLY REPLACED WITH A MAXIMUM SIGNAGE HEIGHT OF 58 FEET. THE CONDITION IS THAT ANYSIGN OVER 30 FEET SHALL BE SUBJECT TO IARB APPROVAL. 4.16 RECREATION REGULATIONS: THE REQUIREMENTS OF SECTION 4.16 ARE MODIFIED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK 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 CODIE 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: 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. APPROVED BY THE BOARD OF SUPERVISORS OF ALBEMARLE ON SEPTEMBER 11, 2013 VARIATIONS GRANTED TO ALLOW FOR FOLLOWING: 1. THE BELOW LISTED ELEMENTS, A THROUGH D, THAT VARY FROM THE ZMA APPLICATION PLAN. A. THE MODIFICATION OF THE BLOCK F AND BLOCK G BOUNDARIES. B. THE LOCATION OF THE NORTH -SOUTH ALIGNMENT AND THE GEOMETRY OF DISTRICT AVENUE THROUGH BLOCK F AND BLOCK G OF THE PROJECT. C. THE RELOCATION OF THE TWO (2) "FUTURE EXTENSION" CONNECTIONS POINTS TO THE NORTH AND THE ONE (1) `FUTURE EXTENSION" CONNECTION POINT TO THE SOUTH. D. THE BUILDING LOCATION, ORIENTATION, AND ALLOCATION OF SQUARE FOOTAGE FOR THE FACILITY TO BE LOCATED ON BLOCK F. 2. THE MODIFICATION OF THE LOCATION OF THE PLAZA AREA AND ELIMINATION OF THE `CAFE" (AS SUCH ARE DEPICTED WITHIN BLOCK F ON THE ZMA APPLICATION PLAN). IN LIEU OF SUCH IMPROVEMENTS, APPLICANT PROPOSES TO CONSTRUCT ENHANCED PEDESTRIAN CORRIDOR. NOTE: A ZONING MAP AMENDMENT REQUEST WAS SUBMITTED TO THE COUNTY OF ALBEMARLE ON JUNE 14, 2013. THIS REQUEST IS TO AMEND ZMA 2011-00007 THROUGH THE MODIFICATION OF THE "CODE OF DEVELOPMENT" TO ALLOW FOR AN ANCILLARY FUELING FACILITY WITH CANOPY. NOTE: THERE ARE NO PROPOSED CHANGES TO THE BLOCK AREAS PROPOSED WITH THIS MAJOR SITE PLAN AMENDMENT NOTE: THE ABOVE -REFERENCED LIST OF WAIVERS, AGREEMENTS AND CLARIFICATIONS ARE FROM THE APPROVED BLOCK D2 SITE PLAN, SDP 2014-000701 AND ARE SHOWN FOR INFORMATION ONLY. GENERAL CONSTRUCTION NOTES FOR SITE PLANS SITE PLAN NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 1. EXISTING MANHOLE FRAMES AND COVERS, VALVE BOXES AND COVERS, HAND HOLES, PEDESTALS, EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). ETC. THAT ARE TO REMAIN, SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY FINISHED GRADES AT NO ADDITIONAL COST FROM THE BASE BID. DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ACCESSIBLE PARKING SPACES AND ROUTES SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT ACCESSIBLE DESIGN DATED 15 SEPTEMBER 2010, OR THE LATEST EDITION IF AVAILABLE. THE SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. PAVEMENT SLOPE WITHIN AN ADA ACCESSIBLE PARKING SPACE SHALL NOT EXCEED A MAXIMUM OF 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED 2.0% IN ANY DIRECTION. EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 3. AN ACCESSIBLE ROUTE MAY NOT EXCEED A MAXIMUM RUNNING SLOPE OF 5% UNLESS A RAMP CONSTRUCTION. COMPLYING WITH ADA STANDARDS IS PROVIDED. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 4. PAVEMENT REPAIR IN EXISTING STREETS SHALL BE PERFORMED IN ACCORDANCE WITH VDOT AND 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. ALL PIPES SHOWN AS HIGH -DENSITY POLYETHYLENE PIPE (HDPE) SHALL CONFORM TO AASHTO 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE M294 (TYPE S) SMOOTH WALL INTERIOR PIPE. MATERIALS AND INSTALLATION SHALL BE IN ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. STREET SIGNS SHALL BE INSTALLED BASED ON THE EXISTING SIGN CONFIGURATION ON THE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL FOR UNIFORM TRAFFIC COMPLETED PORTION OF THE STONEFIELD DEVELOPMENT CONTROL DEVICES (MUTCD). THE CURRENT EDITIONS AS OF THE DATE OF THIS PLAN SET ARE MUTCD, 2009 EDITION, INCORPORATING REVISIONS 1 AND 2, DATED MAY 2012, AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, CONTRACTOR COORDINATION NOTES 2011 EDITION, INCLUDING REVISION 1 DATED 30 SEPTEMBER 2013. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III AND CONFORM TO ASTM C-76. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION. CONSTRUCTION INDUSTRY (29 CFR PART 1926). 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS, EXISTING UTILITY SIZES AND LOCATION, EXISTING TOPOGRAPHY AND OTHER SITE CONDITIONS ARE IN CONFORMANCE WITH THE PLANS. IF ANY DISCREPANCIES ARE FOUND, THE GENERAL CONSTRUCTION NOTES FOR STREETS CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND ENGINEER TO DETERMINE THE COURSE OF ACTION TO ADDRESS THE DISCREPANCY. THE CONTRACTOR WILL BE CONSIDERED TO HAVE 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. PROCEEDED AT THEIR OWN RISK AND EXPENSE IF THEY DO NOT NOTIFY THE OWNER AND ENGINEER THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (2965832) 48 HOURS IN TO SECURE GUIDANCE ON A CORRECTIVE ACTION. ADVANCE OF THE START OF CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING EASEMENTS WITH THE OWNING 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL UTILITY COMPANY A MINIMUM OF 30 DAYS PRIOR TO BEGINNING WORK IN THE EASEMENT, AND 30 HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE DAYS PRIOR TO BEGINNING OF SITEWORK IF ADDITIONAL LEAD TIME WILL BE REQUIRED. SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED CONTRACTOR TO ENSURE THAT THE GUIDELINES AND CONSTRUCTION STANDARDS OF THE OWNING PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR UTILITY COMPANY HAVE BEEN MET. APPROVAL. 4. CONTRACTOR IS TO ENSURE THAT ALL UTILITIES, INCLUDING WATER, SEWER, STORM, UNDERDRAINS, 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN GAS, ELECTRIC, TELEPHONE, CABLE, AND ANY OTHER QUASI -PUBLIC UTILITIES ARE IN PLACE PRIOR EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO CONSTRUCTION OF SUBBASE AND/OR PAVING. TO, A BOUNDARY LINE OR A NATURAL WATERCOURSE. 5. CONTRACTOR TO PROVIDE A MINIMUM 5-FOOT HORIZONTAL SEPARATION FROM WATERMAINS AND 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL SANITARY SEWER MAINS WHEN INSTALLING PROPOSED UNDERGROUND DRY UTILITIES, INCLUDING BE; FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS ELECTRIC, TELEPHONE, CABLE AND GAS. NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN 6. THE CONTRACTOR SHALL BE AWARE AND IN POSSESSION OF ANY LETTERS OF PERMISSION FOR GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE OFFSITE CONSTRUCTION ASSOCIATED WITH THE PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. FOR COORDINATING THE MEANS AND METHODS OF CONSTRUCTION WORK WITH THE OWNER AND THE 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO OFFSITE PROPERTY OWNER. VDIOT CG-9(A, B OR C), 7. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ALL EXISTING UTILITIES THAT ARE IN 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO CONFLICT WITH THE WORK, INCLUDING EXISTING UTILITY POLES AND GUY WIRES. VDOT STANDARD PE-1. 8. CONTRACTOR TO PROVIDE CERTIFIED SHOP DRAWINGS FOR ENGINEER REVIEW AND APPROVAL FOR 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE SITE INFRASTRUCTURE PRIOR TO ORDERING STRUCTURES. ORDERING STRUCTURES PRIOR TO TYPICAL PAVEMENT SEC11ON DETAIL, SHALL BE STRICTLY ADHERED TO. ENGINEER REVIEW AND APPROVAL SHALL BE DONE AT THE RISK OF THE CONTRACTOR. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE 9. CONTRACTOR SHALL VISUALLY INSPECT CONCRETE FORMS PRIOR TO PLACEMENT OF CONCRETE. IN FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS THE EVENT THAT ADJUSTMENTS ARE NEEDED, CONTRACTOR TO NOTIFY ENGINEER PRIOR TO SHIALL BE NULL AND VOID. PLACING OF CONCRETE FOR FIELD REVIEW AND AGREEMENT ON ANY FIELD REVISION THAT MAY BE 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC REQUIRED. ENGINEER TO PROVIDE REASONABLE AND TIMELY RESPONSE TO ALL INQUIRIES MADE BY CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND 10, THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, 10. MANUAL. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER INCLUDING MAINTAINING UNOBSTRUCTED ACCESS FOR THE RESIDENTS OF THE PHASE 1 WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO TOWNHOUSES AT STONEFIELD AT ALL TIMES DURING CONSTRUCTION. PROVIDE SAFE AND CONVENIENT ACCESS. 11. ALL DAMAGED EXISTING CURB, GUTTER, AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS 12. OF COMPLETED IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER IMMEDIATELY IF UNKNOWN DETERMINED BY VDOT FOR PUBLIC ROADS. UTILITIES THAT IMPACT THE CONSTRUCTION ARE DISCOVERED. 12. VDIOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT 13. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. ALBEMARLE COUNTY CODE. 13, A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED 14. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE ARMY CORPS OF ENGINEERS AND/OR THE VIRUNIA DEQ. WITH VDOT°S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 15, CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO AN EQUAL OR BETTER CONDITION THAN EXISTED BEFORE CONSTRUCTION. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 16. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS FOLLOWING COMPLETION OF CONSTRUCTION 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION AND IMMEDIATELY REMOVE CONSTRUCTION DEBRIS AND MUD THAT HAS BEEN TRACKED ON TO THE CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR 17. SURROUNDING PROPERTIES. CONTACTOR SHALL BE LIABLE FOR REPAIR OF ANY DAMAGES ON PUBLIC OR PRIVATE PROPERLY 2. TO THE FINAL INSPECTION. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO CAUSED BY HIS CONSTRUCTION ACTIVITY, INCLUDING CURBS, GUTTER PAN, ASPHALT AND CONCRETE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND 18. PAVEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF LANDSCAPE MATERIALS PRIOR TO VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. PLANTING AND PROVIDE AONE-YEAR GUARANTEE ON ALL VEGETATION. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.STORMWATER MANAGEMENT NOTES 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS 1. THE STONEFIELD DEVELOPMENT IS GRANDFATHERED FROM THE TECHNICAL CRITERIA PART LIB OF (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION PER 9VAC25-870-48. SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. THE DEVELOPMENT IS SUBJECT TO THE TECHNICAL CRITERIA PART IIC OF THE VSMP REGULATION 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES 2. PER 9VAC25-870-93 ET SEQ. CALCULATIONS AND DETAILS FOR THE DOWNSTREAM UNDERGROUND DETENTION SYSTEM HAVE BEEN NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND PROVIDED WITH WPO 2010-0023, ENTITLED, ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZA11ON IS ACHIEVED. AMENDMENT NO.4. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 3. THE IMPERVIOUS AREA IN BLOCK D2 HAS DECREASED WITH THIS MAJOR SITE PLAN AMENDMENT, SO 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH THERE ARE NO ADDITIONAL WATER QUALITY OR QUANTITY REQUIREMENTS ABOVE WHAT IS RUNOFFPRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS APPROVED ON WPO 2014-00096, ENTITLED, STONEFIELD -BLOCK D2 -VSMP AMENDMENT. REFER OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. TO VSMP PROJECT NARRATIVE FOR MORE DETAILED INFORMATION. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 4. STORMFILTER AND VQRTECHS UNITS HAVE BEEN CONSTRUCTED DOWNSTREAM FOR WATER QUALITY 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT AND PROVIDE A 60% POLLUTANT REMOVAL RATE IN MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 5. PROPOSED FILTERRA UNITS SHOWN FOR SUPPLEMENTAL WATER QUALITY PROVIDE A 74% 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLE1ON PER ZONING ORDINANCE POLLUTANT REMOVAL RATE IN ACCORDANCE WITH MINIMUM STANDARD 3.11C OF THE VIRGINIA SECTION 5.1.28. STORMWATER MANAGEMENT HANDBOOK, TECHNICAL BULLETIN 6, DATED 11 1 2002. # / / 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SEC11ON 13-301 OF THE CODE OF ALBEMARLE. GEOTECHNICAL ENGINEERING REPORT 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY ECS, LTD, DATED MAY 8, SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND 2009, WHICH INCLUDES REFERENCE TO FOUR GEOTECHNICAL ENGINEERING STUDIES PERFORMED BY IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. SCHNABEL ENGINEERING SOUTH, LLC FOR THE STONEFIELD DEVELOPMENT. THE EARTHWORK 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT REQUIREMENTS ARE INCLUDED AS PART OF THIS PLAN SET. STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 8OLBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18, PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 9OLBS/1OOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 18OLBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1OOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN REVISIONS 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. # Description Date 20, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com ,1 > �` sheet title: CONSTRUCTION NOTES {wr'YI sheet # y ~I OF 19 scale: 1"=20' M date: 3/4/2019 t © 2019 - 30 SCALE, LLC CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING C1 59.15' 1112.92' 003'02'42" 59.14' S47732'51 "E C2 140.18' 1105.92' 00715'45" 140.09' S38'47'580E C3 92.37' 226.50' 023'22'01" 91.73' S23'40'12"W C4 47.02' 178.50' 015'05'39" 46.89' N19'32'01 "E C5 22.03' 119.50' 010*33'50" 22.00' N32'21'46"E C6 18.34' 24.50' 042'53'21" 1 17.91' N59-05-22"E LINE TABLE LINE # BEARING LENGTH L1 N5810'32"W 14.43' L2 N49'04'12"W 79.09' L3 S2823'17"W 45.35' L4 S4235'36"W 43.64' L5 S35'21'13"W 23.00' L6 S2710'48"W 38.69' L7 S09'38'47"E 12.73' L8 S35'21'13"W 20.53' L9 S37`38'41 "W 21.75' BLOCK D2 - AREA TABULATION PHASE 1 AREA: 2.83 AC. PHASE 2 AREA: 2.66 AC. TOTAL AREA: 5.49 AC. NOTE: BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM PLAT PREPARED BY WW ASSOCIATES, DATED 7/6/2015 AND RECORDED AT DB 4716 PG 743. 0 50 100 150 SCALE: 1 "=50' SYMBOLS EXISTING PROPOSED GRASS DITCH LINING PER VESCH 3.32 s Sri, VDOTSTD. EC-3 DITCH LINING --498-- -12- CONTOUR LINE WITH ELEVATION STORM SEWER STRUCTURE IDENTIFIER SANITARY SEWER STRUCTURE IDENTIFIER CG-6 (CURB AND GUTTER) xd CG-2 (HEADER CURB) #OF PARKING SPACES BENCHMARK, TEST PIT MANHOLE WITH FRAME ANDCOVER 9 04 2 SPOT ELEVATION ADA PARKING SYMBOL WATER CROCK/METER FIRE HYDRANT 0 • WATER VALVE ---+-- WATERMAIN SANITARY SEWER MAIN m STORM SEWER PROPERTY LINE/RIGHT-OF-WAY LINE - - _-°' ---- CENTER LINE -- -- -�- FENCE LINE - ---- EASEMENT LINE 0 0 a S v W a U In m \ TMP 61 K-fi-B-4 N/F BENJAMIN B. AND H.V. TINSLEY WHITE D.B. 411, PG. 197 TMP 61 K-9-1 N/F RAYMOND C. OR AMY HAWKINS DOSS D.B. 754, PG. 413 � � L tQ r o v TMP 61K-5-1A O Q N/F JAMES L. AND MAXINE F. STEELE � / D.B. 1140, PG. 261 TMP 61 K-5-1 N/F BRANDERMILL INVESTMENTS INC. D.B. 1511, PG. 93 ) TMP 4OC-46 N/F VIRGINIA TELEPHONE AND TELEGRAPH ABBREVIATIONS AC ACRE ACSA ALBEMARLE COUNTY SERVICE AUTHORITY ADA AMERICANS WITH DISABILITIES ACT ARV AIR RELEASE VALVE BF BASEMENT FLOOR BM BENCH MARK BW BOTTOM OF WALL (AT GROUND LEVEL) CFS CUBIC FEET PER SECOND CG-12 ADA ACCESSIBLE CURB RAMP (VDOT STANDARD) CL CLASS CMP CORRUGATED METAL PIPE CO SANITARY SEWER CLEANOUT CONC CONCRETE CY CUBIC YARDS DB/PG DEED BOOK/PAGE DEQ VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY DIP DUCTILE IRON PIPE DOM DOMESTIC E&S EROSION AND SEDIMENT CONTROL EL, ELEV ELEVATION ESMT EASEMENT EW END WALL EX EXISTING FF FIRST FLOOR FH FIRE HYDRANT FM FORCE MAIN FPS FEET PER SECOND GSF GROSS SQUARE FEET GW GUY WIRE HDPE HIGH -DENSITY POLYETHYLENE PIPE HP HIGH POINT HT HEIGHT INV INVERT IRF IRON ROD FOUND IRS IRON ROD SET L LENGTH LAT LATERAL LF LINEAR FEET LP LOW POINT LT LEFT MAX MAXIMUM 535`21, 'W 3601' OW HOLE INGLEWOOD DRIVE mrc (PRIVATE ROAD), C " LOT D3 Z TMP 61W-3-19A W n PARCEL 1 rn p ¢ TMP 61W-3-24 TMP 61W-3-19A 7, OCT STONEFIELD PROPERTY OWNER LLC MACFARLANE STONEFIELD, LLC OCT STONEFIELD PROPERTY OWNER LLC o DB 4857 PG 503 ZONED NMD o i- ¢ ( DB 4857 PG 503 ZONED NMD ( DB 4165 PG 001 vi I ZONED NMD i DB 4135 PG 215 (PLAT) rn BLOCK D2 - BOUNDARY AND PHASE PLAN SCALE: 1 "=50' MH MANHOLE MIN MINIMUM NSF NET SQUARE FEET OHE OVERHEAD ELECTRIC PC POINT OF CURVATURE PERF PERFORATED PL PROPERTY LINE PROP PROPOSED PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY R RADIUS R/W RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE RED REDUCER RT RIGHT RTE ROUTE RWSA RIVANNA WATER SERVICE AUTHORITY SAN SANITARY SEWER SD SIGHT DISTANCE SDR STANDARD DIMENSION RATIO STA STATION SVC SERVICE SW SIDEWALK SWM STORMWATER MANAGEMENT T TRANSFORMER TBR TO BE REMOVED TC TOP OF CURB TP TELEPHONE PEDESTAL TW TOP OF WALL UG UNDERGROUND UGE UNDERGROUND ELECTRIC UGU UNDERGROUND UTILITY VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VESCH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK VSMP VIRGINIA STORMWATER MANAGEMENT PROGRAM WM WATER METER WTR WATER WV WATER VALVE REVISIONS # Description Date AS- BU I LT DATA EXISTING STORM SEWER EXISTING SANITARY SEWER EX 1 (MH) EX 244 (DI) EX 112 (DI) EX T ,TOP = 535.92 TOP = 506.57 TOP=496.18 TOP = 492.52 18" RCP INV i1N = 525.49 . 15" HDPE INV OUT=" 501.75; 15" 'HDPE INV 0Ur 492.51 8" 'PVC INV IN = �481.80 (FROM U) 24" RCP INV 'IN = 516.40 8" PVC INV OUT= 481.60 24" RCP INV OUT 1516.14 EX 243 (MH) : EX 111 (DI) TOP = 505.81 TOP = 496.32 EX U , EX-2 (MH) 15" ; HDPE INV 'IN = 501.35' 15" HDPE INV IN = 492.10 TOP=495.80 TOP=521.57 24" HDPE INV`IN= 498.43 15" HDPE INV OUT=-.492.00 8" ;PVCINV IN= 487.06 '(FROMV) RCP INV IN 514.27 r 24�� HDPE OUT= 498.32, , � � _ �S' ��PVC OUT= 486.$5 _ (TO T) _ I24" 2= 4 HDPE INV;OUT= 508.67 EX 110 MH EX 70 (MH) TOP=495.98 EX v ;EX-27.2 (5' DIA MH) TOP=509.77 15" 'HDPE INV OUT = 491.90 TOP=499..64 TOP=510.35 15" :HDPE INV OUT ='501.85 8" PVC INV 'IN= 490.58 (FROM AP) 24" HDPE INV IN = `496.08 EX 109.1 (MH) $" PVC INV 'OUT= 490.38 (TO U) 24" 'HDPE INV OUT= A95.88 EX 69 (GRATE) 'TOP=497.61 ' TOP=505.05 15" HDPE INV 0UT=1491.56 _ EX Z EX-27.1 (5' DIA MH) 15" HDPE INV 1N = 499.80 TOP=488.06 TOP = 500.80 15" `HDPE INV OUT='499.70 EX 109 (MH) 8" PVC INV IN = 474.317 (FROM AB) 15" HDPE INV IN= 492.50 TOP=497.04 8" PVC INV ,IN= 473.73 (FROM AA) 24" �HDPEINV:OUT= '489.40 EX6$(GRATE) 15" 'HDPE INV 1N= 491.44 8"PVCINV OUT= 473.66 24" HDPE INV, OUT 489.35 TOP=500.30 15" HDPE INV !IN= 491.39 15" HDPE INV;IN = 495.40 15" ;HDPE INV OUT=.491.34 - EX AB EX-27 (5 DIA MH) 15" HDPE INV OUT= 495.30 TOP=499.45 TOP=499.48 EX 10$ (DI) 8" PVC INV .IN= 490.37 (FROM NORTH) 24" HDPE INV;OUT= 488.38 EX 67 (MH) TOP=497,66 8" j PVC INV OUT= 490.17 (TO Z) 42" HDPE INV flUT= 1488.18'TOP =501.08 15" HDPElNV0UT493.02 15" ;HDPE INV,IN = 494.11 EX AP EX-26 (6' DIA MH) 15" HDPE INV OUT==493.73 EX 25.2 (GRATE) TOP = 501.22 TOP=496.04 TOP=493.96 8" PVC INV IN = 491.01 (FROM AQ) 15" !HDPE INVI IN = 491.84 EX 66 (GRATE) 15" HDPE INV'OUT=490.01 8" IPVCINV OUT= 490.81 (TO V) :42" HDPE INV+OUT= i487.14 TOP=498.81 A 2" HDPE INV'OUT= 487.04 15" 'HDPE INV�IN = 493.56 SEX 23.2 (MH) EX AR 15" ;HDPE INV OUT=;493.46 TOP=500.00 TOP=502.00 EX-25(6' DIA MH) 24' rHDPEINV 0UT=i493.65 8" PVCINV OUT 496.23 (TO AQ) :TOP 496.35 EX-23 (7' DIA MH) 15" ,HDPE INV', IN = 486.60 TOP=499.06 EX 23.1 (MH) EX AQ �42" HDPE INV OUT= ;486.52 :24" HDPE INV IN = 493.01 STOP=500.05 TOP =504.90 �42" HDPE INV;OUT= 486.47 42" 1HDPE INV'IN = 485.66 8" HDPE INV 1N = �497.30 8" PVC INV IN = 495.18 (FROM AR) 42"HDPE INV�OUT=485.61 24" HDPEINVbN= ,493.00 8" PVC INV IN= 495.18 (FROMAV) 'EX-24 (6' DIA MH) 24" '.HDPEINV,OUT=,493.00 8" PVCINV OUT= ;,494.98 (TO AP) TOP =497A3 EX-22 (7' DIA MH) 15" HDPE INV' IN = 492.33 STOP =489. '< 15" HDPE INV'IN = i489.43 24" HDPE INV IN = 482.10 42" HDPE INV:IN = ;486.23 42" iHDPE INV IN = '480.20 42" HDPE INV,OUT= '.:486.13 42" HDPE INV OUT 480.20 � owner, FN THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com N �u I z CL w o N d� z O o � � o Q � M 01 V O Q z z � O �a c� m N N Q 75; J LLJ ftwftft LL LLJ z 0 sheet title: PHASE PLAN sheet # u F- a J Q Lu V Q Lu w D 0 Y U a 6 OF 19 scale: z 1"=50' 0 date: 3/4/2019 SAN SAN SAN--- - ----- (DZO19 30SCALE, LL[ A40PG212 21 / mF-41mW ' LEGEND ��������U U��U���U ������K��� ��K-U��U��K~8UUv�vU� U���UK-�� / L/ EX|ST|NGA[SAV4R|A0LEVV|DTH �`�� PROPERTY L|NETOBE / ' 0 ( 1 |TEk�S|ND|CATEDVV|THABOLDL|�EARETOBERE��OVEDOR -----�------- �� ~---- � / /' / / ' E�8EK�E�TTO8EVA[ATED VACATED / RELOCATED. L-��_.�_��-| 2. [URBI NGTDREK8OVED ATTHENEARE5JJOINT TO (LOTS22'61AND9U'1O4) ACCOMMODATE EXTENSION OF CURB WITH SITE PLAN EXISTING DRAINAGE DENOTES ITEMS TO BE _-- l VVATERAND SEVVERUNES AND ��ANHOLESTOBEABANDONED EASE��ENTREVACATED DEk�O'ED IN ACCORDANCE WITH THE REQUIREMENT AND SPECIFICATIONS /mn,'ccomrcm/-ru'`oMv'^rc^� - ur / FIE *Locnv°"�^`�".".. ^�"..��""...""... k"/' 4. CONTRACTOR TOCOORDINATE VVD[HTHE ACSAFOR THE ' '" LINDA ^^'v�1» � RETURN|N6AND[RED|T|NGOFVVATERK4ETERSTHAT ARE TOBE -~"'Lc���D.1311 8TFIEL� ABANDONED. --~�'G**5 ' S. ANY EXISTING CONSTRUCTION [TE��STHAT ARE TOBERE-USED -- 2»-�� ARE TOBESTORED BYTHE CONTRACTOR FOR FUTURE 111111111111111 ~°�595 PLAT '"�rGB2 / / �7�� ' / RE -INSTALLATION ��� | | ""c ---~ �C_'°�n,bI7 / | | | { / / �o /l2R8�9 ' 0 20 40 60 / `~� ZONED RlDAND�J / SCALE' 1°=20' / `. . / . ~q���' v ---- --`.~~~ / --�_ ' ~`�/--^'~a��m/�L ' * �� '_ _ _.�. -_-�_ ` �~~~ / ��-` . ~~-01 `-� ~� / 7,/ MT DB HOUS I ON IONS / / ��� ' ' / / E�TENS ON ___ / EET re/ EX.DRA| AGE EASEMENT L /������ // � `/ ED T�0�����TED / `^ / ^ -~~__�� / '�--' PORTION �-` � --- - --~- 99 ~ / / ~ ' / - � ' ~~ ^ �" ___ ��_ / ��__- -- ^ --��^ -' -/ -�_ __ _ / - __ / ^/ `/ '__ / -\` \` � EX. PHA4 2 LOT LINES EX. CONCRETE CURBING/ SIDEWALK TO BE TO BE VACATED REMOVED Al 32 33 TH SAN 520 IN ry EASEMENT SIGN (TIBR) EX. ACSA VARIABLE WIDTH EASEMENT CQ VARIABLE WIDTH HATCHED PORTION TO BE VACATED Lu EASEMENT EX. FIRE HYDRANT L TO BE RELOCATED 508 520 DRAINAGE —EX. FILTER TO BE REMO�ED (—EX. AC A RIA E WI DT EASEMENT HATCHED ORTION TO B VACATED EX. DRAWAGE EASEMENT - EX. CURB 1 NLET TO BE kTCHED PORTION TO BE VACATE� 93 LACED WITH A EX. VARIABLE WIDTH PRIVATE BEABANDC TO BE VACATED IN qHASE 2 AS i 506 HATCHED PORTION TO BE VACATED 77 r IR 12.5 (PRIVATE ROAD) :D Lxxxxi 10 LOT D3 EX 23 EGRESS EASEMENT DB 4135 PG 215 PLAT EX PUBLIC DRAINAGE EASEMENT OCT STONEFIELD PROPERTY OWNER LLC ��U��U���������U�U^���������������U�� K-��U.� U UU��� CONDITIONS U«~�UnN-� ��kU��� ��&-U��U�� K-�'��kU� STOP AND STREET SIGN STOP SIGN � L� � 3111 T--DRILL HOLE FOUND -STOP AND STREET SIGNDRILL HOLE/ SET � REVISIONS Description Date sheet title: CONDITIONS 11, DEMO PLAN sheet jS .iM, OF 19 3/4/2019 - © 2019 - 30 SCALE, ILL rn 0 0 F- w J a Ln 0 m ow -- aNu --.& aHu _ J i J STFIELD," SECTION 3 D.B 1 J 1697, PG 425-426 P T I DB- 703, PG 732 PLA f J J B. 704, PG 517 PLA. ! I 71 D�B. 2, PG 689 J J J JRO PLAT J J J ! � ZONED E.-S T 1IDENTD R1 o INTERPARCEL PEDESTRIAN J o J J f ~ CONNECTION WITH BIKE RAMP 20' DRAINAGE & d j `."_ -•m 1 '~�- UTILITY EASEMENT - EX VEPCO ESMT 515,517 (PLAT) -.. .;_ o ' _, J J r Y, _ DB 418 PG 578 "- ~� J ( o `t j i J E�( 23' INGRESS - .- [;. DB 986 PG 70 J EASEMENT FOR FUTURE J I NOUST FUTURE ON ON STREET f I --- { A E ESMT �` J J J # o Q J LO DB 4135PG15 DR IN G J D8 4135 P 249 j 20 B 940 PG 212 G 215 ALA ETAINI G WALL`21 B" J 9 0a+ AX HT 5' Ss LIGHT O ~----��„ _ f Q 5 16 79 K ER' F,., LTr 2 40 Og E 404 71 WAY FROM J PROPOSED 6' DIP 1+Ig 87 14i- SDP2014-00070 J 6+000+� WATERMAIN 1 +00 1125 ��` PRO 20' A 45° BEND BEND WAT R ESM A _ S 15+ 0o n, L22 0 . —� S2 r x���� CG-12B �- -12 -�`��_ j2+ 0 0 ti 17'�� ,- � ....n.f' HANG 15 17+0 4.5 KING Ct CREI-E WA k, Y .J SAN ° 96.0' ,LQ- � 14 00KO� PROPOSED FIRE RETAIN m 4 ��_ER u, ,�, HYD ING W STOP/DO NOT c � NVA �� }� ao A 2+90 RANT ALL "All w_s..w ...•_ .. __... __a - _._..._ d �PRi(/g rE' j�-�- soy '-? " 13+ M' HT = 17� zomlP . ,,� G t26 ENTER SIGN _ _._ 20.0 � $END, +00 �-- ~`"EH ASPHALT ' 12B 16PAVEMENT s� R - D EX. ONE WAY I _. .___ .�_._ 6 - CG-12B P •y .° o h� z DUMPSTER SORE 12 SIGN �.: '' o I s" v "°� 4A wALL,/RET WALL E"D '� �0 d L" +� Ufa � �;:;�� p 72.0 __.-�.,.__._.._ _.____ �_ D 10' GRADING eraaTa EX. P RK +^ ___ 4T P. - �- (3) ADA PARKING 3 rj`R j 0+00=CUT IN 90° (TO E _''> �- � F- RAMP t I EASEMENT i ENLRAGED) Lu a n ° $ uu SIGNS AND (1) VAN 1 , tea, DB 4135 PG 249 BEND, PROVIDE C1 > J -- = r . fir` _. RES RE'S ► ES RCS ADA PARKING SIGN ry .p � a �, F, ___ ___ _w__ �. __ _ DB 4135 PG 215 PLAT s:> h VI _ EXTEND 6" LINE p�q W EX. ACSA = 1 z �C ¢ o Q VARIABLE WIDTH v n a F, c� `� EASEMENT m m U) ` z __ __ 10.01 27 O ' 5,� Q DB 4716 PG 743 z U c8 4.0' 9.0 I3. o_ - g2A sssc m U _ RES RES RE RES V� PROP. 114-LF 8" PVC 55 SANITARY SEW R 12'X25' LOADING Q �335.0' I DRAINAGE' ti�Qp ESMT N I BUILDING WALL �' rn LLD�B 940 PG 212ABOVEBUILDING WALL 6A ❑ . • ABOVE CG-126L �` I $ ❑ :o- -�. NVA S38 S3� s3�3 10 P 34 � 2 p SAN SEW ESM I - 5.0' • 3' O 245, �3NE-W s3 spa _s f --EX S.TREMS '�} - ___ __ __ --------- � NAME SIGN � � � , NOT ENTER SIGN — o I "`- PHASE i �t. PROP. SAN. LAT. INV=496 3T z A I N b SA. _ LINE 370.0 S .... + .�� O w ❑ Cn EX. CG-1 B • 8" VALVE, 8 X 6 - + � ' o W o I ` FIRE .,t RED. 6" P.., N W G, Z _... „..-a .0 .a.w... �...-._,� h k P � ° Q Ul T 2 2 L« 4� P FDC PODIUM o w LINE cn N CUT 111418 '• o z c �,, c, (54,550 GSF} ` " I ( le o VALV a iRF o� v r 0 TEE, 4'X3E I ` y 2°W1M _" 3" DOM WTR OFFICE r o SVC LINE I J � m o I VAULT P (20,000 GSF} P E N IRF r 1.5 .`. 278' X 72' 2 .0' I c� I 12. �" I . G E3 06UREE. ° rear fat. MAIN 6.0' 0 PL j GRATE I , ENTRANCE g f g„('p 1,,. ;� • 49.0�'• °~ LOBBY EXISTING UTILITIES TO EX 15' POWER ESMT PI lUa)' ' ; `', P •. P ±6,000 GSF I BE ADJUSTED TO DB 4160 PG 199 ( ) 1AI I _ MARKER POSTS MATCH FINAL GRADE AND PEDESTAL -POWER �`' : . VAULT I ..-.. m Pam• T " f1✓ •bsTrTiT eV . R- : " P '�g'rs . 4' A7 t I �'I"41 5 to .N 1 jq.- wg FFULU--' I, TMP 61W-3-21A Ln LINDA BLAKE GAYLE LLC D B. 2813, PG 445 Q.B. 880, PG 595 PLAT - F - NED C EASEMENT MAINTENANCE NOTES 1. THE SANITARY SEWER MAINS AND WATERMAINS WITHIN THE ACSA EASEMENTS ARE TO BE MAINTAINED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 2. THE STORM DRAINAGE SYSTEM SHALL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION FOR PHASE TWO. 3. THE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED AND AN s.: ACCESS EASEMENT WILL BE PLATTED ON THE FINAL PLAT. 0 20 40 60 SCALE: 1 A=20' L REVISIONS # Description Date z ; owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE F OAKTON VA 22124 11 engineer: R. 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com �4LjLj (j) 4 1 �zqczz Lu CL a z N Lu4 p QN � 3� m cs z o z 0 Q W p- c 0 CZ N F N 0 C)' Q G Lu LjL umi rf sheet title: LAYOUT PLAN sheet # z r:: O _ u , Lu .k. cG� , w I m a OF 19 p �a P scale: k 1"=20' date: 3 4 2019 gym. Oc 2019 - 30 SCALE, LLC 20 44.E 7' 1 _ 17+ I vv F1 EX. ON E-WAY SIGN APPROX. 440' TO HYDRAULIC ROAD INTERSECTION EX GASLINE EASEMENT DB 4186 PG 321 W W - - W PARCEL 1 TMP 61W-3-19A OCT STONEFIELD PROPERTY I I I OWNER LLC j DB 4857 PG 503 I i ZONED NMD SEE PLAN FOR WIDTH .. .q rt . s 4. 300Q:PSI.6ON:CRETr . 411 4" M I N COMPACTED SUBGRADE** CONCRETE SIDEWALK TYPICAL SECTION NTS IW STFIELD,"" S 640 _ .D.B 7, PG5-426 P T PG j DB. 704, 732 PLA PG I 7I2 p 517 PLA, J G 689 PLA j A©DITIONAL.23 9-SF fI f --=�! ZONED R10 AND R1 l ( . SE RESIDENTIALANQ DISTURB 530 L "". -w A PROVED MITS 0 N o' J , _ f p 1. I CLEARING AND -r 4Cv ccj @ GDING - 5.65 AC, DITCH #1 SE EC-3 o �. .r f (NO NET C NGE W TH 20' DRAIN GE & o ' THIS,AMEN MENT) i UTILIT EASEMENT LINING { E SHEET r. - .. ( ._, . ., j .. • f rn I+�RA.rn♦ F—. I I' I 9 GRADING PLAN ** #4 @12" E.W. Y d ' SUBGRADE SHALL BE 4 QOQ:PS.t C(71GRET 811 COMPACTED TO MINIMUM 95% a a rx,rxf�.$'.': ;r fr as �xai r«s DENSITY AT OPTIMUM MOISTURE `',' `�,. F.. {,. 'a, �$j' S MIN. '1�"�ar� Jflj�,.,.:3t a���Sc�,.'t.�i,.,: CONTENT IN ACCORDANCE WITH AASHTO T99. COMPACTED SUBGRADE** DUMPSTER PAD TYPICAL SECTION NTS 0 20 40 60 SCALE: 1 A=20' 'Ti 'X 23' INGRESS/EGRESS EASEMENT FOR FUTURE HOUSTON STREET EXTENSION DB 4135 PG 249 DB 4135 PG 215 PLA 0 OF 230-SF DISTURBANCE `"---fOR NO NET. CHAPlE .,,DITCH #2A (0+00 TO 0+55) - USE EC-3 LINING (SEE SHEET 13 FOR CALLS) -10' GRADING EASEMENT DB 4135 PG 249 DB 4135 PG 215 PLAT n2A A v Cn p r V N tD Q PO p Q 0 Q VI rmv O .1 Cn IF [� I c� -DRILL HOLE FOUND STOP AND STREET SIGN /-DRILL HOLE SET REVISIONS # Description Date owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE �a OAKTON VA 22124 engineer: 'sa 30 SCALE, LLC 871JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com sheet title: GRADING PLAN sheet # 01 scale: 1"=20' date: OF 19 3/4/2019 14.0' © 2019 - 30 SCALE, LLC ONE-WAY TRAVEL LANE W/ PARALLEL PARKING ON ONE SIDE 12.0' 9.0' PARALLEL PARKING SPACE EX. CG-2 EX. FC TO FC ' (TO REMAIN) EX. CG-2 EX. 4' CONC. S/W (TO BE REMOVED) 9.0' NEW PAVING WIDTH 2.0% F, y.- EX. PAVEMENT MILL EX. PAVEMENT AND OVERLAP SURFACE COURSE BY 1.0' 530 52 5 515 510 505 495 Cam. 2 m w 0 v) w 2E z 3.0' 5.0' 5.0' GRASS CONC. S/W TO BLD. STRIP 1.5" SM-9.SA SURFACE PROP. VDOT STD. ASPHALT CONCRETE CG-6 3" BM-25.0 BASE ASPHALT CONCRETE 8" 21-B UNTREATED AGGREGATE SUBBASE OVER COMPACTED SUBGRADE CASH ALLEY TYPICAL ROAD SECTION NTS PHASE ONE PHASE LINEgl + ASH ALLEY x o PRlVAT ._LL -< -1 11 48 0+ 1 ram'�-1444 m PHASE TWO + CASH ALLEY PLAN SCALE: 1 "=50' PVI ST _ 10+10.00 VISTA =11+ r1.20 _PVI El EV = 04.82 M ELEV = 51 .'86 _ 21 p K =-5.0 _ i L=10,_ t , i +L e r 1 W { InAn- t R o � ( u No , # J II uj " v M � U i J O h U C7 [� t11 + L17 `n �PROP.GRADE- AM.,�� .._.... , . ...FF .. ..... _. ... .... .......... ROAD CL . .... ..... ...... . .. .. w ^o y.� 0 (5 I f K f i EX GRADE k ROAD C� _ _..... _..,.,.. .... ... _. i ........ .. -.... t ... - - ! t Iy ... E f t r' s a. t i gg k .. $ a ..... j... e E i Wfn i M ; ._.. _... ...... . _.,,.....� ...... ._.....,.. ......., . ..... re,-1. M p j �j rq �V) I J4 + w 4 'Vi �-1 f1 Y w in 011 c6 Cc �aLnO 7 O l.ii O Jja 10+00 + 11+00 + CASH ALLEY PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1 "=5' *2' PARKING - OVERHANG 2% 60.0 WIDTH VARIES -SEE PLAN FOR PARKING AND DIMENSIONS 2.0' 16.0' 24.0' 18.0' PARKING IN LOCATIONS TWO-WAY TRAVEL AISLE PARKING IN LOCATIONS SHOWN ON PLAN SHOWN ON PLAN PROP. VDOT STD. CG-2 PROP. VDOT SLOPE VARIES FROM STD. CG-6 2% - 4% MAX. * SEE PLAN FOR LOCATIONS 0 r +� 1 PARKING DECK PC=11+55.57 Ntr1 E,1.${9 _- W Ln+oo o9Na,, E-0d (PRIVA7EE) "`~�'-�_ _ & -01 vu H}Iid ,� i + a a _ ED 0 A� 1\ T .� U CL a y H KOBER WAY PLAN SCALE: 1 "=50' �- 1.5" SM-9.5A SURFACE 3" BM-25.0 BASE ASPHALT ASPHALT CONCRETE 8 21-B UNTREATED CONCRETE AGGREGATE SUBBASE OVER COMPACTED SUBGRADE KOBER WAY TYPICAL ROAD SECTION N TS 0 PHASE LINE F 1 1 +-4) I- 00 I 16+00 a} N,ee 3o aoi (Sam Nm E, L�IG 33M 9N3Nn E']33SN - [i 40110 2% f ! t k f f ( 525 535 s ' : r TEMPORARY STOCKPILE r 3 x (TO BE REMOVED) _ PVI STA 1 05.00 _ PVI STA =110+50.00 _ f _ _ _ _ _ _ ; .. _. PVI ILL _ -2.11 PVI ELEV = 499.96 L a PVI STA =11 50014+29.54 .PVI-ELEU__ 5 ^7.91 . _ _ L. ,. I .. HP EL = 518.15 , 4 j j L= 40 v F P I STA = j 4+25 0 _. I L;V 1- 515 525 I PVC=10 45.00 PT-1 +55.00 _- L PVT 512 2f -� PVC EL= . EL 500.21 -- L 0 , _ .. a ! i 510 520 ._ ... .. f ....... S � � t _ ; -- _-..mom-_.. i - .. PZ. ST 11 � n Pv EL,EV = 509,9.�k _ .�,Q K 'i1.9 PVI FI,>FV 504,71 . .:.. .. Y. ... .. _..... ...,... ......,.... :.... . _.. .... . ...... ...... ...,.. ..._ . . . .,....,., .... K= 1�13 _ 1 L 0 , . P 3 t 505 515 i flie ..... ... .... ... ...... ...... ... ........ .. ..... _.... .., _... .... ..... { S• PROP. GRADE ` _ @ READ CL EX. GRADEQq ' i .. @ROAD CL 500 510 k r i a r 2 495 505 c F E i r _. n n I V " i j { Lu 1 i J. ._._ _ _......... ... tJJ 485 495 i� � �- rl o� Li...,. $ C i ��Ln 12 C 1 E 0 y .... ..... i , .. ,.. ..,,ar C Ui Q .... ,... ........ ...... ,..,...., ... ..,... , . . ,.. _.. ,....... a t / r , 'i a . 3 x x S .._ r .. ... V ......., t. .... ... .. ... �+ Fi ..._..., ..,..,.. ,. ., .. ,. , { p uj f , uj a ri '+ d: 11') �p O? �O �D [� CO �? rI N ON ON N 00 M � n q try r Ln N a Zt 9t; Lf7 Lf7 in Lo Lf� Lnn in in in ti�I a + 10+00 0 50 100 150 HOIRZ. SCALE: 1"=50' 0 5 10 15 VERT. SCALE: 111 + 11+00 + 12+00 + 13+0U + 14+UU t KOBER WAY PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1 "=5' 15+00 t 16+00 + 11 uu T J.o-ruu REVISIONS # Description Date 010, & MOM owner: THE CHRISTOPHER COMPANIES ' 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871JUSTIN DRIVE PALMYRA, VA 22963 gg p:434.242.2866 e: mike@30scale.com z web: www.30scale.com u xf 0 J a m Q IN 01 sheet title: REET TR EET ST gPRIV PLAN AND PROFILE sheet # �x 10 OF 19 scale: HORIZ 1"=50' VERT: 1"=5' date: n 3/4/2019 © 2019 - 30 SCALE, LLC 535 530 525 520 515 510 505 L�iIi] ui 0 0 00 F- U u 0 m v _ r TEST PIT NOTE - CONTRACTOR TO DIG TEST PIT TO VERIFY LOCATION AND DEPTH OF EXISTING WATERMAIN FOR CONNECTION AND TEMPORARY STOCKPILE _ . ... ._. NOTIFY ENGINEER OF ANY DISCREPANCIES. _ (TO BE REMOVED) . . - - --- d d' EX. GRADE PROP GRA DE 77\ 3.5' MIN. COVER�__ _., _... _ ..._..._.._._.. _. _... Y 4 PROP. 6" CL 52 DIP WATERMAI t r, z 1 CONNECT z WATERMAIN }... I , _ i ti. W 0 4- e L Z d �. _ O uj W - W w _ t __ 2 z t . eu _ F" 'Q Cn ko CO)c� as N i co i i o � 0 -E a C'Ln in Ln r-4 in in �LO 0+00 + 1+00 + 2+00 PROPOSED 6" WATERMAIN PROFILE 8.0 i.018.0' Xr8` c� 0 PROP. BUILDING LINE o 0 I,21.0' FF=519.0 535 530 525 520 515 510 505 495 525 520 515 510 505 u.r a 9 .fps._._ i _ _.. Ln W i Lu W W 0ca.._ _ _ O.. a _ z o z o EX GRADE ....... _. _.,.C- _. .... cc W i I 3 s n � o i 5 — in Z < oo °x ' O w w w w w m 0 VDT aW R in ti .... . ..0 01 ati m in ui i _.. zz i O ��> Z _ _ Z z _ _ _ _ c 0 0 cli Ln Ln in + 3+00 0 20 40 60 HORIZ. SCALE: 1"=20' 0 5 10 15 VEf?T. SCALE: 1 "=5' 10+00 + 11+00 SANITARY SEWER PROFILE (S1 TO S2) _ 15 1 00 Nb _ DER (PRIV 'v` ~� Y 3+00 16 J n 4A PARKING DECK (54 PARKING SPACES) 1$ PROP. BUILDING LINE 263.0' 23 PARKING DECK SITE PLAN SCALE: 1 "=20' 0 20 40 60 SCALE: 1 "=20' 90 a DECK RUNOFF TO BE COLLECTED BY INLET -SEE C o ARCH. PLANS FOR o SPECIFICATIONS November 16, 2015 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA 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 PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. TH'E CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUICTION SHALLCOMPLY WITH THE CURRENT EDITION OF THE GENERAL WATERAND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BYTHE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LANES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE 8. OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OFTHE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11_ THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 525 515 510 505 500 495 j•i REVISIONS # Description Date w owner: p THE CHRISTOPHER COMPANIES N 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: X. 30 SCALE, LLC f% 871JUSTIN DRIVE ;ya PALMYRA VA 22 963 p 4.2 :43 42.2866 e: mike@30scale.com web: www.30scale.com N W � Q z =W 0 4' w a � m� QV Co z w � a QC 0 Q Quj G Wom O v / sheet title: PARKING DECK f SITE PLAN AND 0 UTILITY PROFILES111 sheet tt e 11 oF19 scale: HORIZ:1"=20' date: VERT:1"=5' .t 3/4/2019 q q 9) 2019 - 30 SCALE, LLC 40 60 HORIZ. SCALE: 1"=20' 0 5 10 15 VERT. SCALE: 1"=5' STORM SEWER STRUCTURE NOTES l. THE INVERTS SHALL BE SHAPED IN ACCORDANCE WITH VDOT STD. IS-1, 2. STEPS IN ACCORDANCE WITH VDOT STANDARD ST-1 ARE TO BE PROVIDED WHEN THE DEPTH OF STRUCTURE (H) IS 4.0OR GREATER. ffix A 1,35AC ABBREVIATIONS: c 0.451� 1 A=DRAI NAGE AREA, Tc 5 MIN C=RUNOFF COEFFICIENT 12 5.4 1 N/H R' Tc=TIME OF CONCENTRATION Q2 31.3 CFS I=RA1 N FALL INTENSITY 110 7.2 1 N/H R Q=PEAK RUNOFF Q10 4.4 CFS n=MANNING'S ROUGHNESS FACTOR A=F LOW AREA P=WETTED PERIMETER �V=VELOCITY 10-YEARCAPACITY 2-YEAR VELOCITY � SLOPE 7.8%, SLOPE 7.8% n 0.03 n 0.03 A 0.82 SF A 0.67 SF P 3.40 FT P 3.19 FT djo 0.31 FT I V2 4.91 FPS! QCAP 10.4 CFS USE EC-3 LINING ,AREA 0.69AC' C 0.47 Tc 5MIW 12 5.4 1 N/HR Q2 1.8 CFS' .110 7.21IN/1-1111 Q10 2.3 CFS 2-YEAR VELOCITY 10-YEARCAPACITY SLOPE 36.0% ,SLOPE 36.0% n 0.03 n 0.03 A 0.32SF A 0.27 SF., P 162 FT �p 2.54 FT d10 0.14 FT I V2 6.66 FPS QCAP 22.3 CFS: :USE EC-3 LINING I U W : AREA 0.69AC. C 0.47' Tc I - 1 5MIN 11 1 - -1- - -, 12 5.4 1 N/HR Q2 1.8 CFS 110 7.2 1 N/HR Q10 2.3 CFS' 10-YEAR CAPACITY 2-YEAR VELOCITY SLOPE 1.8% SLOPE 1.8% n 0.03, n 0.03 A 0.87SF A 0.73 SF P 3.47 FT P 3.28 FT d10 0.33 FT V2 2.45 FPS QCAP 5.OCFS � USE GRASS LINING 520 515 515 510 23.2 2 3 (Z; 4 Pv M Z-, CD a) CD co Ln 2 cl° c6 Ln Ln Ln Ln m Ia. 11 ti m 11 Q- -. 0 0 0 YC RETAINING WALL - 15 HDPE STORM PIPE TO SLEEVE THROUGH WALL STRUCTURAL PLANS) EX. GRADE PFROP. GRADE SET TOP ELEVATION ON FLUSH WITH FINAL GRADE --- - - ji WYE- 7 r�$9.25' -15 Pe @ s.20 22.41'- 15" HDPE @ 1.72% L -j x --------- vi e- e 0 00 00 0 '00 0 Q� cg rvi UL Lj- u- u- rn 00 r- 0 6) 0 a� rn 0 en 00 in Ln 0 LO in 0 0 fill > q6 1. m 11 ro F- = + zz;t + + 0 +0 47 > > 0 > > r4 > Z Z Z Z z Z Z if z < x ui 1-i co V) W) 00 V11 10+00 + + 11+00 STORM SEWER PROFILE (1EX. 23.2 2 3 4) FROM TO A C A C (INC) A C (ACC) I Q(INC) Q (ACC) DIA L INV UP IINV DN S n TIC V Qua (AC) (AC) (AC) (IN/HR) (CFS) (CFS) IN (FT) (FT) % (MIN) (FPS) (CFS) 7 EX 27.2 1.35 0.45 0.61 0.61 7.24 4.40 4.40 15 96.02 509.68 50S.82 4.02 0.0120 5 10.12 14.03 EX 27.2 EX 243 1.68 7.24 12.16 24 68.46 495.88 492.91 4.34 0.0120 5 9.30 51.06 6 EX 244 0.47 0.98 0.46 0.46 7,24 3.33 15 10.59 502.00 5101.195 0.50. 0.0.120 5 4.32 4.95 EX 244 EX 243 0.15 0.68 0.10 0.56 7.24 0.74 4.05 15 10.59 501.70 501.30 1.57 0.0120 5 6.60 8.13 EX. 243 EX 27.1 6.28 7.24 45.47 24 85.86 492.91 489.40 4.08 0.0120 5 6.60 45.47 4 3 0.27 0.98 0.26 0.26 7.24 1.92 1.98 15 22.41 503.93 501.30 ± 11,74 0.0120 5 11.73 23.97 3 2 1.24 0.98 1.22 1.48 7.24 8.80 10.68 is 39.25 501.16 500.00 2.96 0,0120 5 11.10 12.03 2A 2 0.69 0,41 0.28 1.76 7.24 2,05 12.73 is 52.75 501.41 500.20 2.29 0,0120 5 6.95 10.60 2 EX 23.2 1.76 18 98.20 499.80 495.08 4.81 0,0120 5 14.29 24.95 EX 23.2 0.27 0.98 0.26 0.26 7.24 1.92 1.88 15 22.35 494.39 494.17 0.98 0.0120 5 4.84 6.94 EX 23.2 EX 23.1 1.76 7.24 12.74 24 23.50 494.00 492.97 4.38 0.0120 5 4.84 47.49 STR # TYPE THROAT GRADE/ TOP Ls PCs n GCs GUTTER LOCAL Q2 CAPTURE Allowable MAX PONDED PONDIED LENGTH SUMP? WIDTH DEPRESSI10N Spread SPREAD 10-YR DEPTH 10-YRWSE (FT) % % % JFT) (IN) (CFS) N (FT) (FT) (FT) DI-3C 6 SAG 500�00 2.00 0.03 0.013 2.0 L.51 7, 00 2.09 � . 1 1.11, :1 11 1 11 1. . 2A DI 12 60"X24" 60"X24" SAG 505.70 0.40 0.013 8.33 2.00 2.0 1.84 100.00 7.00 - 1.10 506.78 4 DI-313 6 SAG 509.80 5. 00 0.03 0.013 8.33 2.00 2.0 1.51 100.00 7.00 2.09 - 6 I DI-313 6 GRADE 506.59 5.00 0.03 1 0.013 8.33 2.00 2.0 2.62 100.00 7.00 4.28 7 DI-12 48"x24" 48"X24" SAG 514.00 0.16 0.013 8.33 2.00 2.0 3.46 100.00 7.00 0. 72 514.68 2 MH-1 504.63 10.21 3 MH-1 505.43 - - - - - 8.42 ABBREVIATIONS: Ls=LONGITUDINAL GUTTER SLOPE, PCs=PAVEMENT CROSS SLOPE, GCsGUTTER CROSS SLOPE REVISIONS # Description Date • LU Q 515 515 06 ZD Lq Ln W i G>1 SQ- Lu Ln Ln E3 0 0 0 M F= Ajj. uj------- Lu REMOVE DI -TOP AND -REPLACE WITH MH-1 FRAME AND COVER AT TOP EL =506;0 ADJUST AS NEEDED TO BE FLUSH WITH FINAL PAVEMENT GRADE -EX. GRADE PROP. GRADE L 10.59'- 15" HDPE @ 0.50% Lu 0 0 cn Ln 0 > Z + z + 0 If > L11 Z if %-I - > K < . = <Ln 1,- Xrf Ln Ln 10+00 STORM SEWER PROFILE (EX. 244 6) U." 23." 2 cli cz, c) C Ln EX, GRADE - PROP. GRADE 7 cli 22.35' 15" HDPE @ 1.00% ui -2 2 'Po 0 0 Lj- u- -r oo r- 11 q 1-- in 0 > +•z > > + 0 > 1! '4' Z Z if :4 < a Izn Lu -4 LA v-i Id, 10+00 STORM SEWER PROFILE (EX. 23.2-1) NO MIA g owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE ay PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.corn < > z D 0 Lu -j Lu fit ti" C1 C:) LU cn a) 1 0 0 ('0 ui ftftj a- F- CZ �, ryo 0 A uj V) Lu V) LD Lu 0 < Q" I sheet title: STORM SEWER PROFILES I sheet # 120F 19 scale: HORIZ: 1"=20' VERT: 1"=5' date 3/4/2019 © 2019 - 30 SCALE, LLC 00 Li z CD 0 00 J 0 m DRAINAGE DIVIDES 0 30 60 90 SCALE: 1 "=30' REVISIONS # Description Date t owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p:434.242.2866 e: mike@30scale.com web: www.30scale.com a Fx: F— t O �. r s� U LL, � . m LV Q trx- { w G CL +_ wIN C� cC nh a cy) " �x 0 ` 7 o t < CL F='COS N E t]C 0 p Q w ILL J Q �r w l } F-- w y 41 T sheet title: �H DRAINAGE. DIVIDES3' sheet tf 30F 19 scaler 1 =30 date: 3/4/2 019 (D 2019 - 30 SCALE, LLC I 17+ Yv A-L APPROX. 440'TO HYDRAULIC ROAD INTERSECTION W —W —W . I I - - 11-11.11, ...11 1 1 - 11 1. 11 1 - 11.11 —1" I I PARCEL - — 1 7- 1 1 -1 � I TMP 61W-3-19A Q: OCT STON EFI ELD PROPERTY I 4 rr, OWNER LLC DB 4857 PG 503 ZONED NMD I II 11 1 1 1 LANDSCAPE PLAN 0 20 40 60 SCALE: 1"=20' `---DRILL HOLE FOUND STOP AND STREET SIGN /—DRILL HOLE SET REVISIONS # Description Date aw-ql owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 J USTI N DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www-30scale.com MEW" '410M. A elf 0 LLJ LLJ Elf LLJ SO ya Lu CLif r1q Q �- W r-4 < na 0 W < Co M 75 M uj LLJ LIJ — sheet title: LAN DSCAPE PLAN I sheet tt 14 OF 19 I scale: 1 =20' Mate: /4/2019 )4 �� �� 1-1 4 O 2019 - 30 SCALE, LLC e =� irl Central leader. (See crown observations detail). Trunk caliper shall meet ANSI Z60 current edition for root ball size. Round -topped soil berm.. a. above root ball surface the •' ball. i existing or recompacted soil. 0 U a Ln m r ark d 3'LWTH BERM TO31' MULCH hr9. % 1l �♦�kt .a��s d'r., �r � a � EVERGREEN SHRUB PLANTING DETAIL (SOURCE: PRINCE WILLIAM COUNTY, VA DCSM) 3' MULCH -3" EARTH SERM Tel //-—FORM SAUCER *29 DECIDUOUS SHRUB PLANTING DETAIL (SOURCE: PRINCE WILLIAM COUNTY, VA DCSM) ax wiuesi uirnension oi- root uaii, TREE PLANTING DETAIL 4 U Tap of root Dell shall be flush with finished grade. Prier to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Ito not over compact. When the planting hale has been backfilled, pour water around the root ball to settle the sail. Loosened soil. Dig and turn the soil to reduce compaction to the area and depth shown, 4" layer of mulch. No more than V of mulch on top of root ball. (See specifications for mulch). Notes" t Twees shall be of quality pres;ctibed in crown observations and root observations details and specifications. 2- See specifications for further requirements related to this detail. URSAN TREE FOUNDATION 0 2014 OPEN SOURCE FREE TO USE TREE COVER REQUIRED TREE COVER BLOCK D2 AREA 239,017 SF' ADDITIONAL PROJECT AREA OUTSIDE OF D2 PARCEL _ 7,500 SF L PROJECT AREA TOTAL f 246,517 SF� 15!oTREE COVER REQUIRED 3b978 S F' PROVIDED TREE COVER PHASE 1 TREE COVER 16,142 SF PHASE 2 TREE COVER 2C,536 SFj Y R 3. TREES FROM PREVIOUS PHASES (14- EA CANOPY) 479 SF TOTAL PROPOSED CANOPY 37,1575F OK INTERIOR PARKING LOT LANDSCAPING PHASE 1 PAVED AREA OF PARKING LOT/CIRCULATION AREA 3,240SF;; 5% PARKING LOT LANDSCAPING REQUIRED 162 SF SHADE TREES (1/10 SPACES) FOR 9 SPACES 1 TREE PARKING LOT LANDSCAPING AREA PROVIDED 400 SF OK PARKING LOT SHADE TREES PROVIDED 4TREESS OK ' PHASE 2 PARKINGLOT IMPERVIOUSAREA 30,988SF 5% PARKING LOT LANDSCAPING REQUIRED 1,549SF' SHADE TREES 1 10 SPACES FOR 84 SPACES 8 TREES' NPROVIDED PARKING LOT' LA LANDSCAPING1,9 .26 SIF OK PARKING LOT SHADE TREES PROVIDED 9 TREES OK PARKING LOT LANDSCAPED AREA TABULATIONS SEE LANDSCAPE # AREA (SF) PLAN FOR LOCATION OF PARKING LOT 1 68 ISLAND AREA #S_ 2 232 3 50 4 160 5 282 6 125 7 299 8 234 9 163 10 84 11 107 12 122 TOTAL 1,926 SF LANDSCAPE NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL PLANTS, LABOR, EQUIPMENT, SUPPLIES, MATERIAL, TRANSPORTATION, HANDLING AND STORAGE, AND PERFORMING ALL OPERATIONS IN CONNECTION WITH THE CONSTRUCTION OF THE LANDSCAPING IMPROVEMENTS AS SHOWN ON THE PLANS. 2_ ALL PLANTS SHALL BE TRUE TO SPECIES AND VARIETY, AND SIZE AS INDICATED ON THE LANDSCAPE SCHEDULE, AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES. 3. PLANTS SHALL HAVE A STANDARD BALANCE BETWEEN HEIGHT, CROWN SPREAD, DIAMETER AND ROOT BALL SIZE ACCORDING TO THE ANSI Z60.1. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY. 4. PLANTS SHALL BE SO TRAINED IN DEVELOPMENT AND APPEARANCE AS TO BE COMPACT AND SYMMETRICAL. THEY SHALL BE SOUND, HEALTHY, VIGOROUS, WELL -BRANCHED, AND DENSELY FOLIATED WHEN IN LEAF. PLANTS SHALL BE FREE OF DISEASE AND INSECT ADULTS, EGGS, PUPATE, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS AND SHALL BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. S. MULCH SHALL CONSIST OF SHREDDED BARK MULCH, WOOD CHIPS OR ROCK MULCH AS SPECIFIED ON THE DRAWINGS. MATERIAL SHALL BE UNIFORM IN SIZE, COLOR, QUALITY AND OVERALL APPEARANCE. MULCH SHALL BE FREE OF MATERIAL INJURIOUS TO PLANT GROWTH. SOURCES OF MULCH SHOULD BE FREE OF WEEDS AND INVASIVE PLANT PARTS OR SEEDS. SAWDUST, DIRT, GARBAGE, OR OTHER DEBRIS MIXED IN THE MULCH IS NOT ACCEPTABLE. 6. PLANTING SHALL BE DONE WHEN TEMPERATURES ARE ABOVE FREEZING, THE GROUND IS FROST FREE, AND THE SOIL IS IN A WORKABLE CONDITION. UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER, PLANTING OF TREES SHALL BE DONE BETWEEN MAY 1 AND OCTOBER 1. 7. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SUPPLIES AND EQUIPMENT REQUIRED TO ESTABLISH, MAINTAIN, AND PROTECTTHE PLANTED AND SEEDED AREAS, FOR A ONE-YEAR PLANT ESTABLISHMENT PERIOD FROM DATE OFACCEPTANCE OF THE INITIAL PLANTING OPERATIONS. HOWEVER, MAINTENANCE ACTIVITIES SHALL COMMENCE IMMEDIATELY AFTER EACH ITEM IS PLANTED OR WHEN AREAS HAVE BEEN SEEDED. 8. NO SUBSTITUTES SHALL BE ACCEPTED, EXCEPT WITH THE WRITTEN PERMISSION OF THE ENGINEER. THE CONTRACTOR SHALL SUBMIT ALLSUBSTITUTION REQUESTS, NOTING THE SOURCE OF PLANTS, LOCATION, SIZE, AND CONDITION, WITHIN THIRTY (30) DAYS OF RECEIVING THE NOTICE TO PROCEED. 9. ALL AREAS THAT ARE STEEPER THAN 3HAV ARE TO BE PLANTED WITH LOW MAINTENANCE GROUND COVER THAT DOES NOT REQUIRE MOWING. PHASE 1 PHASE 2 TOTAL COMMON NAME/ MIN CAL/ ! UNIT PHASE 1 PHASE 2 TOTAL SYMBOL QTY QTY QTY BOTANICAL NAME MIN HT ROOT CANOPY CANOPY CANOPY CANOPY AF 6 7 13 _ LAM R' MAPLE AUTUMN FLAME RED MA 13 4" / B&B : 177'SF UNIT / 1062SF f _ 1239SF � _. 2,301SF ACER RUBRUM (AUTUMN FLAME) BIN 0 3 (HERITAGE) RIVER BIRCH 10 B&B 397 SF/UNIT , 1,191 SF OOSF 1191SF , ICI BETULA N RA(HERITAGE) HL 0 7 8 THORNLESS HONEYLOCUST 0 31/2" B&B 541.SF/UNIT OOSF 3, 787 SF 3,78 SF , GLEDITSIATRIACANTHOSINEMIS U OG 4 11 15 OCTOBER GLORY RED MAPLE 13/4° B&B 397SF/UNIT 1,588 SF 4,367 SF 5,955 SF ACER RUBRUM (OCTOBER GLORY) , PA -1 1 , 1 BLOODGOOD LONDON PLANE TREE 13/4 B&B ; 368SF/UN(T ; - 368SF 368SF 00 SF PLATANUSXACERIFOLIA 10 4 24 HIGHTOWER 21/2" B&B 419SF/UNIT, 4,190SF 5,866SF 10,056SFQP1 t QUERCOS PHELLOS (HIGHTOWER) 4 J`'� j; QP2 3 5 8 HIGHTOWER WILLOW OAK 13/4" B&B 370SF/UN IT 1,11OSF 1,850SF 2,960SF QUERCOS PHELLOS (HIGHTOWER) AG 13 1 14 FLAME AMUR MAPLE 6-7 B&B 206SF/UN IT 2,678SF 206SF 2,884SF ACER GINNALA (FLAME) _ DW 7 0 7 FLOWERING DOGWOOD 6 7' B&B { 124SF/UNIT 868SF 00SF 868SF CORNUS FLORIDA OC 3 3 ,... 6.. OKAME FLOWERING CHERRY 6-7 B&B 99SF/UN IT 297SF 297 SF 594 SF.. .._, ,... _ PRUNUS INCISA (OKAME) _. RB 2 2 4 EASTERN REDBUD 6-T B&B 124 SF/UN IT 248 SF 248 SF 496 SF CERCIS CANADENSIS SB 6 1 7 AUTUMN BRILLIANCE SERVICEBERRY 6-T B&B 130SF/UNIT : 780SF 130SF 910SF AMELANCHIER GRAN DIFLORA (AUTUMN BRILLIANCE) AH 4 60 2 6 AMERICAN HOLLY 4-5 B&B 56 SF/UNIT 224 SF 112 SF 336 SF ILEX OPACA c SWIN 116 TOTALS FOR TREES 13,868 5F 18,470SF 32,338 SF AV 22 6 28 CHICAGO LUSTER ARROWWOOD VIBURNUM 1" -11/2" B&B 31 SF/UNIT 682 SF 186 SF 868 SF VIBURNUM DENTATUM (CHICAGO LUSTER) ' PL 0 17 17 LUYKEN CHERRY LAUREL 1-1/2"-21/2" B&B 10SF/UNIT OOSF 170SF 170'SF PRUNUS LAUROCERASUS LUYKEN RD 4 6 10 RED TWIG DOGWOOD 1" -11/2" B&B 72 SF/UNIT 288 SF 432 SF 720 SF CORNUS SERICEA WB 15 12 27 RED SPRITE WINTERBERRY 1" - 11/2" B&B 41 SF/UNIT 615 SF 492 SF 1,107 SF ILEX VERTICILATA (RED SPRITE) 4,340SF 78 117 195 TOTALS FOR SHURBS 2,274 SF 2,OWSIF PHASE 1 PHASE 2 TOTAL REVISIONS # Description Date owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871JUSTIN DRIVE a PALMYRA, VA 22963 P :434.242.2866 e: mike@30scale.com web: www.30scale.com Fv f By sheet title: IN LANDSCAPE e CALCULATIONS A ND DETAILS sheet # fS 150F 19 } ^A4 '> scale: r 1 =201 date: z: y 3/4/2019 u © 2019 - 30 SCALE, LLC FRAME & COVER (SEE FIG. S-1--D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA h" b 1'-O" MAX � e RUBBER COATED STEEL �'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS 16" MAX a MINIMUM ELEVATION --- DIFFERENCE ACROSS M.H. 5" 4'0" FROM INLET TO OUTLET? SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW a CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING SEWER. .- � ° „ 12 A FILLETED INVERT 'OR A SMOOT : � •. TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-1-A TD-25 SANITARY SEWER MANHOLE DETAIL (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 1" EMB SPRY NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER ---HAUNCHING -BEDDING 5" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) N OTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL, BE BACKFILLED ENTIRELY WITH NO. 21 A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE 2" (51 rnm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLIES 1 r [38mm] (2) CORED PICKBARS 1 1/B" (29mrn) DIA BOSS 27 1/2" DIA 1 1/e [699MM] 138MMI 26 1,/4" DIA [Bf37rnm] 26" DIA [66Dmm] ,_,.1 /4" (Gram) DIA 24" DIA � NEOPFRI=NE GASKET [6d6rnm] I 28 7/16" DIA i 5/8" [722mm] '1 [16mm] 2:3" DIA [584mm] I 36" DIA 25" DIA [914m M) [635mrn] FRAME SECTION O.D. OF GASKET GROOVE SEGT'I ON MANHOLE FRAME AND COVER DETAIL 1 1,/2" [3amrn] 3 1 /B" [79mm) TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S--3 SEWER PIPE INSTALLATION DETAIL GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 8 STONE, FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL-,, INITIAL BACKFILL lLAR FILL AS 20VED BY ACSA NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.TIlE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT JN ALL CASES, DUCTILE IRON WATER POPE INSTALLATION & BEDDING NITS FIG. W-2 TD-2 DIP PIPE INSTALLATION DETAIL F \'e�%�'fff�\�� % •�!{j. _'��;f; tiii: f`ff/r.�����`'/��%%��I,� If/����..f���ll� ■ 2500 P.S.I. CONCRETE BASE AND THRUST r sf " flA�i l6 Ord t• BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN WHEN JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL. PILE SHALL BE USED AS ADDITIONAL SUPPORT. 8"X15" TEE NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2` MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W--4 TD-8 FIRE HYDRANT ASSEMBLY DETAIL J FOR ALL BENDS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. BEDDING AS -•, REQUIRED 45' q I SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL, TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4v, do 61, 45 2.00 2.25 2.60 0.15 2.00 2.25 2.5D 0,15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1,50 2.00 2.50 0.10 90 3,66 3.16 3,21 0.48 45 2.66 2.66 2.77 0.26 $., 22 1/2 1,66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1,66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3,33 3.58 2.95 0.43 3.83 4,00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANCES SIZE, DEAD ENDS AND AT VALVES, 2. USE 2500 P.S.I. CONcR TE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W--3 T'D-3 CONCRETE THRUST BLOCKS DETAIL 1►� WATER 2500 P.S.I. CONCRFTF THRUST BLOCK PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED 13LUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --� Q A 4, ADJUSTABLE TRAFFIC BATED VALVE BOX \41 LID M.J. GATE VALVE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE: BOXES SMALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD--9 GATE VALVE DETAIL VARIES ---VALVE BOX TO METER BOX (SEE FIG. W-61 THRU Vt+E). P. ± VARIES -- --2„ COPPER ►' .;;a'a WATER MAIN M.J. FITTING 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE4" UNLESS OTHERWISE SPECIFIED 13YTHEACSA. • SERVICE LINE TO CONNECTAT MAIN WITH X"x4"TEE. • REFER TO FIG. W-3 FORTH RUST BLOCK DETAILS ON TEE, • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VAI,VI , NO CONCRETE SHOULD 311 POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE, LARGE METER SERVICE LINE NTS FIG. W-'SC ID-12 LARGE METER SERVICE LINE DETAIL REVISIONS # Description Date rra owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com x 1 lal. sheet title: ACSA DETAILS sheet # <7 H z 0 U w a w m <x u a J a Ir w F- (D H w 0 Y u a 160F 19 scale: 1"=20` date: 3/4/2019 Oc 2019 - 30 SCALE, LLC "TL CAP SCREWS 10 3/ n DW r p t25wnI Foam I— 9" [229mm] SECTION THROUGH LIGHT OPENING �aFAI>. IVY: 4�d3�y-� I��Il�i TREE GRATE HALVES BOLTED TOGET14ER w/ (2) 1 /2-13 X 3 S1'NLS. «TL. HE)( B T AND HtXt NUT w/ WASHERS 0 [15241,rnml 00 / 4" [19rn] TYP _ - 6' TYF� 210 [3 3mml r E 1 � 25 m] ,- ' (2) GUARD LUGS f A PIER 180' SECTION i (2) DOLT SLOTS 6_* ` PER 180' ' ECTIOil i T- REF: $742 2 :DWG- 1 0 00 t v W J M NOTE,, ALL DIMENS1ONS ARE SHOM IN ENGLISH AND [M1ETRIC], CDMPONNT NO`S: (2) GRATE 8742-000� () LT. OPENING ORATE 4:385-0600 MATERIAL: CAST GRAY IRON ATM A-48, CLASS 35B FINISH: NOT PAINTED +EIGHT: 422#/sET TREE GRATE DETAILS USE NEENAH FOUNDRY TREE GRATE R-8742-A1 OR APPROVED EQUAL Gr4de at' I c,a td � LIGHT POLE BASE DETAIL -,` FINISHED GRADE —IT[—T IT- I IT T_ITi= �r'_ TRENCH REDUCER 4 Via•' a + �2500 P.S.I. CONCRETE THRUST BLOCK ..� � _.. _. _.._ _... _...—. � � _ � � UNDISTURBED SOIL g' •- 2 1 g" MIN. PRL VIEW T ^ UNDISTURBED SOIL — EDGE :A M[N. OF TRENCH tt24' J-----.--�—.--_._.----_.—__. vq REDUCER g" MIN. �.'qa 2500 P.S.I. CONCRETE THRUST BLOCK--l► •a — UNDISTURBED SOIL EDGE � ^ �� _. ^. _._. —._—_.—T_.._^__ OF TRENCH V • 4 24" MIN. NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHCET1NG AS PR07ECTION FOR BOLTS. DES OF • 3 MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING .ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS, TYPICAL REDUCER THRUST BLOCK N TS FIG. W-3k7 MILL "rMpt TD-7 REDUCER THRUST BLOCK DETAIL FOR RETAINING WALL "A", DISTANCE TO PROPERTY LINE VARIES FROM 8.3' TO 13.0' - WALL DESIGN SHALL PROVIDE GEOGRID OR OTHER STRUCTURAL REINFORCEMENT SO THAT WALL MAY BE CONSTRUCTED WITHOUT ENCROACHMENT i ON TO ADJACENT PROPERTY - REFER TO WALL DESIGN BY OTHERS PROPERTY LINE ..;NT # kw TYPICAL BLOCK RETAINING WALL DETAIL FOR RETAINING WALL "A" FOR PRELIMINARY INFORMATION ONLY, FINAL DESIGN BY STRUCTURAL ENGINEER AND SEPARATE BUILDLING PERMIT IS REQUIRED. 44 # kw TYPICAL BLOCK RETAINING WALL DETAIL FOR RETAINING WALL "A" FOR PRELIMINARY INFORMATION ONLY, FINAL DESIGN BY STRUCTURAL ENGINEER AND SEPARATE BUILDLING PERMIT IS REQUIRED. 44 � s" MIN, 17.5" 8" MIN. a (22.S" MR COMPOUND METER) M. c a (22.5" FOR COMPOUND METER) •.. --—17.5'— —� ,n. ♦• 37" MIN. •' e 44' MIN. NOTES: 1, PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8"_ 1 THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER} N TS FIG. W-7C TD-16 2" METER VAULT DETAIL CRIMP AND ROLL END OF COPPER PIPING REMAINING COPPER PIPE TO BE VERTIC SHUT-OFF CORPORATION STOP 42"' MIN. 24" MIN. TYPICAL SERVICE TAP ABANDONMENT NTS FIG, V--6I1 TD-11. WATER SERVICE ABANDONMENT DETAIL REVISIONS # Description Date owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p:434.242.2866 e: mike@30scale.com web: www.30scale.com & a 04, �s j } . I— Z N0. W Of W CD $ T ey� i-- � " ' z W a w I N Q " I u < M z o a J Q W C1.. 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THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com MENEM" 0 U LLJ LLJ < 1 si !181 < W. sy C 0 C ry Q. N LU CC) 0- r4 DC Q LLB ILL LLJ U H! LU C) U sheet title: LIGHTING PLAN 0 sheet# 180F 19 scale: 1 =30' date: 3/4/2019 ME (T) 2019 — 30 SCALE, LLC r, 0 q 00 1 :!i li X U W _J 6 V1 0 ro . — . ; I 1. I I � I 11 ,. - I I - ... .i LIGHTING FIXTURE "B" CUTSHEET (1 OF 5) LIGHTING FIXTURE 111311 CUTSHEET (3 OF 5) LIGHTING FIXTURE 1113,11 CUTSHEET (5 OF 5) LIGHTING FIXTURE Till CUTSHEET (2 OF = _....5 ", . ;. I ., — I I -, ,.... , , . . . , r!.- ltk%� I'll, , , .. "'I'a 11 I �. 4z.ft I— =�,4 . 1: .. :� """"""",-",-,",---,--"----,-- ___,__,__,_, __,_ , , I !.,i;X�.,?.t.-.1 I -,-. I'll, ... . 11 _.__:'1 11-11-1- 11501rxr. - LE K .I, -Ili MI.- 3A �"::�:..",.::I�;.,�l:!:��l:.;]:I , ffl�:� 11 xr:: :... 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