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Home My WebLink AboutARB201500155 Plan - Submittal (First) 2015-12-22HOLLYMEAD TOWN CENTER BLOCKS C3 & C4 GENERAL NOTES: OWNER PER ALBEMARLE COUNTY RECORDS: ROUTE 29, L.L.C. P.O. BOX 5548 CHARLOTTESVILLE, VA 22905 DEVELOPER: CATHCART GROUP RESERVE BLVD 200 S , SUITE 200 CHARLOTTESVILLE, VA 22901 CONTACT: MR. RIP CATHCART ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: MR. SCOTT COLLINS 434.293.3719 TAX PARCEL #: 03200 -00 -00 -04500 (PORTION); D.B. 3801, PG. 609 ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) ZMA- 2007 -001 APPROVED 9/12/07, AIRPORT IMPACT AREA (AIA), ENTRANCE CORRIDOR (EC), STEEP SLOPES (SS), AND ZMA201000006 THIS PLAN IS SUBJECT TO THE APPLICATION PLAN AND CODE OF DEVELOPMENT APPROVED WITH ZMA200700001. THIRTEEN WAIVERS WERE GRANTED WITH ZMA200700001, SEE DOCUMENT FOR DETAILS. TOTAL ACREAGE OF PARCEL 32 -45: 28.30 AC. (PARCEL C3 & C4 = 2.02 AC) PROPOSED USE: 75 UNITS TOTAL APARTMENT BUILDING: 57 UNITS (26 - 1 BEDROOM, 23 - 2 BEDROOM & 8 - 3 BEDROOM) TOWNHOUSE BUILDINGS: 18 UNITS (18 - 2 BEDROOM) PARKING REQUIRED: PER THE HOLLYMEAD TOWNCENTER CODE OF DEVELOPMENT (RESIDENTIAL UNITS): 1.5 (SPACE / ONE BEDROOM UNIT) X 26 = 39 SPACES 2.0 (SPACES / TWO OR MORE BEDROOM UNIT) X 49 = 98 SPACES TOTAL REQ'D = 137 SPACES PARKING PROVIDED: 137 SPACES (INCLUDING 109 OFFSTREET SPACES & 28 PARALLEL SPACES ON STREET) TOPOGRAPHY /SURVEY: TOPOGRAPHY CREATED FROM AERIAL SURVEY PROVIDED BY LOUISA AERIAL SURVEYS, INC IN JUNE 2007. SURVEY INFORMATION PROVIDED BY RIVANNA ENGINEERING & SURVEYING, PLC. TOPOGRAPHY FIELD VERIFIED BY COLLINS ENGINEERING SEPTEMBER 2015. BENCHMARK: EXISTING TOP OF BOX ON LOCKWOOD DRIVE, ELEVATION 556.63'. EXISTING TOP OF BOX ON TOWNCENTER DRIVE, ELEVATION 554.21' DATUM: ELEVATIONS BASED ON NAD 83 DATUM. F L00 DPLAIN INFORMATION: THIS PROPERTY IS LOCATED IN ZONE 'X' AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO140D, EFFECTIVE DATE FEBRUARY 4, 2005. THERE IS NO 100 -YEAR FLOODPLAIN ASSOCIATED WITH THIS SITE. STREAM BUFFERS: NO STREAM BUFFERS EXIST ON SUBJECT PARCEL PER ALBEMARLE COUNTY GIS. WATERSHED: THIS SITE IS NOT IN A WATER SUPPLY PROTECTION AREA. EXISTING VEGETATION: THIS SITE WAS PREVIOUSLY CLEARED, VEGETATION IS MOSTLY GRASS. SETBACKS: - FRONT YARD - 4.5 FEET (1' BUILD TO LINE); SIDE YARD - 5 FEET; REAR YARD - N /A; PARKING - MIN. 18` FROM GARAGE TO PRIVATE ACCESS EASEMENT MAXIMUM STRUCTURE HEIGHT: BUILDINGS SHALL BE 4 STORIES LAND AREAS: IMPERVIOUS AREAS: BUILDINGS: 21,393 SF (0.49 AC.) PARKING: 48,639 SF (1.12 AC.) SIDEWALKS: 4,462 SF (0.10 AC.) TOTAL: 74,484 SF (1.71 AC.) = 84.6% OPEN SPACE /RECREATIONAL AREA: APPROVED OVERALL FOR HOLLYMEAD TOWN CENTER ZMA- 2007 -001. TRASH COLLECTION: PRIVATE TRASH PICKUP WITHIN THE BUILDINGS. TRASH ENCLOSURES SHALL BE PROVIDED AND ARE CURRENTLY SHOWN SCREENED INTERNALLY BY THE BUILDING. RETAINING WALLS: MAY BE PROPOSED WITH THIS PLAN AT THE FINAL SITE PLAN REVIEW STAGE. NO CEMETERIES WERE FOUND DURING THE FIELD INVESTIGATION AND SURVEY TOPO AND BOUNDARY ON THE PROPERTY. STEEP SLOPES: THERE ARE MANAGED STEEP SLOPES ON THIS SITE AS SHOWN ON THE EXISTING CONDITIONS SHEET. THERE ARE NO PRESERVED STEEP SLOPES. PHASING: THE SITE MAY BE DEVELOPED IN TWO PHASES, AND SHALL BE DETERMINED WITH THE FINAL SITE PLAN. A PHASE FOR EACH BUILDING - MINIMUM PARKING, ACCESS AND UTILTIES SHALL BE PROVIDED WITH THE CONSTRUCTION OF EACH BUILDING /PHASE. STREET TREES WILL BE PROPOSED WITH A FINAL SITE PLAN IN ACCORDANCE WITH THE HOLLYMEAD TOWN CENTER CODE OF DEVELOPMENT AND ALBEMARLE COUNTY ZONING ORDINANCE, SECTION 32.7.9. SCREENING AND CANOPY REQUIREMIENTS SHALL BE MET WITH THE FINAL SITE PLAN. THE LIGHTING PLAN WILL BE SUBMITTED WITH THE FINAL SITE PLAN FOR THE OUTDOOR PARKING AND WILL ADHERE TO DARK SKY AND ALBEMARLE COUNTY REQUIREMENTS. COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTORS WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL. INITIAL SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA i' oy t 3 � LECEND , 1 cq EXISTING CULVERT ,,,y,,,— PROFFERS RESIDENTIAL UNITS CUL VERT LAYOUT PLAN MARKET RATE , DROP INLET & STRUCTURE NO. NOTES & DETAILS AFFORDABLE UNITS CURB CLEARING LIMITS r CURB & GUTTER ..� TOTAL VDOT STANDARD STOP SIGN EC -3A DITCH — — — 3 y t I. _ $, _ % OF TOTAL UNITS r iA __ rT BLOCK CLASSIFI- CATION NON - RESIDENTIAL AREA (SQ. FT.) .. S. F. DETACHED UNITS S. F. ATTACHED UNITS , I = `f YEETINC STREET % TOTAL UNITS i z Y YAR/IBLB IIDf6 PUBLIC r BANKED UNITS PREVIOUSLY BANKED UNITS USED �y 'f'..tr" w. °� i 7.,!S'`• w- .°-g!e E Residential 0 1 0 YA+ 0 1 18 57 75 37.1 60 80% 0 15 0 _: 1 20% 0 k Total 2.02 1 ch - - - - a 0 18 57 75 60 F , < NAD 83 BENCHMARK_-.__.._ LOCKWOOD DRIVE P- ROPQSED 68'..- PUELIC R/I�._.... 0 :: -__ -. ..... -.. _.. _. TOP OF BOX _.._ _... -- -- -- --- ..... 1 0 _ ..._ =556.63' PrAvv D f. .r. i. 3 UIV'iT 3 UNIT 3 Uf! %T 9l,'�:1 3 UNIT 3 UfV'T j -• TH E TH TH TH L i' oy t 3 � LECEND Sheet Title 1 cq EXISTING CULVERT ,,,y,,,— PROFFERS RESIDENTIAL UNITS CUL VERT LAYOUT PLAN MARKET RATE UNITS DROP INLET & STRUCTURE NO. NOTES & DETAILS AFFORDABLE UNITS CURB CLEARING LIMITS r CURB & GUTTER PROPOSED PAVEMENT TOTAL VDOT STANDARD STOP SIGN EC -3A DITCH — — — — EXISTING CONTOUR 6� DEPTH OF EC -3A DITCH NUMBER OF UNITS % OF TOTAL UNITS r iA AREA (AC) BLOCK CLASSIFI- CATION NON - RESIDENTIAL AREA (SQ. FT.) .. S. F. DETACHED UNITS S. F. ATTACHED UNITS TOWN HOUSE UNITS CONDO / PARTMENT UNITS = `f YEETINC STREET % TOTAL UNITS FOR SALE z Y YAR/IBLB IIDf6 PUBLIC r BANKED UNITS PREVIOUSLY BANKED UNITS USED �y 'f'..tr" w. °� i 7.,!S'`• w- .°-g!e g't �i �,:+^r. ,Aa �'�, z. Residential 0 1 0 0 0 1 18 57 75 37.1 60 80% 0 i H 4 `r #i Z� 1 ✓. 4 -h rPc b •I --!+. her 4 "i. d F- r Hie .� � r-%- � =.=r r -*.- saw Y: �r��ti� -r '?r�4-�e -^o `Fr "r✓ �'` ,f -.� s F ;'1 y p x..M a'<3�'m�' - ,. PROJECT OVERVIEW SCALE: 1" = 60' % OF TOTAL AFFORDABLE UNITS 0% 100% 0% NET BANKED U NITS AVAILABLE 0 1� VICINITY MAP SCALE: 1" = 2000' LECEND Sheet Title 1 L _ _ ; EXISTING CULVERT ,,,y,,,— PROFFERS RESIDENTIAL UNITS CUL VERT LAYOUT PLAN MARKET RATE UNITS DROP INLET & STRUCTURE NO. NOTES & DETAILS AFFORDABLE UNITS CURB CLEARING LIMITS CURB & GUTTER PROPOSED PAVEMENT TOTAL VDOT STANDARD STOP SIGN EC -3A DITCH — — — — EXISTING CONTOUR 6� DEPTH OF EC -3A DITCH NUMBER OF UNITS % OF TOTAL UNITS BLOCK AREA (AC) BLOCK CLASSIFI- CATION NON - RESIDENTIAL AREA (SQ. FT.) RETAIL AREA (SQ. FT.) S. F. DETACHED UNITS S. F. ATTACHED UNITS TOWN HOUSE UNITS CONDO / PARTMENT UNITS TOTAL UNITS GROSS RESIDENTIAL DENSITY (DU /AC) TOTAL# MARKET RATE UNITS % TOTAL UNITS FOR SALE FOR RENT APARTMENTS ACCESSORY BANKED UNITS PREVIOUSLY BANKED UNITS USED C3 /C4 2.02 Residential 0 1 0 0 0 1 18 57 75 37.1 60 80% 0 15 0 15 1 20% 0 1 0 Total 2.02 1 0 - 0 0 0 0 18 57 75 60 0 15 0 15 1 20% 0 1 0 % OF TOTAL AFFORDABLE UNITS 0% 100% 0% NET BANKED U NITS AVAILABLE 0 1� VICINITY MAP SCALE: 1" = 2000' Sheet List Table LECEND Sheet Title 1 L _ _ ; EXISTING CULVERT ,,,y,,,— PROFFERS EARTH DITCH EXISTING CONDITIONS CUL VERT LAYOUT PLAN DRI VEWA Y CUL VERT Q DROP INLET & STRUCTURE NO. NOTES & DETAILS BENCH MARK STORMWATER MANAGEMENT PLAN CURB CLEARING LIMITS CURB & GUTTER PROPOSED PAVEMENT T VDOT STANDARD STOP SIGN EC -3A DITCH — — — — EXISTING CONTOUR 6� DEPTH OF EC -3A DITCH 200 PROPOSED CONTOUR EC -2 DITCH f 240.55 PROPOSED SPOT ELEVA77ON TBC DEN07ES TOP /BACK CURB d6- DEPTH OF EC -2 DITCH T/B DENOTES TOP OF BOX STORM SEWER SANITARY SEWER —w w WA7ERLINE Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 PROFFERS 3 EXISTING CONDITIONS 4- LAYOUT PLAN 5 IN UTILITY P GRAD G & U LAN 6 NOTES & DETAILS 7 STORMWATER MANAGEMENT PLAN 7 TOTAL NUMBER OF SHEETS APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER /ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT TH 0 SCOTT R. COLLINS'Z, ti No. 35791 z O a U Z o U) OZ J Q '•"" Z �W w H ce L9 Z L9 Z W Ul Z J J 0 U Ln N N 4 ZONAL m • C ^(011� w w O U I w N I� r� V 1 w w 1L^ w z J W V) V ) QJ Hy F- z MCI U � W U w 0 J V1 W W > �— 0 z U W U z 0 cW G J J TO i F_ LLj w W a v=i JOB NO. 152.114 SCALE NIA SHEET NO 1 oC5 z o � w Nw :3z 0 Z w oU) z o � c __j U) 0 C U 0 L � o U) aU) c U o � c 3 3 � Ca � d U X U N 0 o a� N 0 L Q Q) :�] U •3 o !], C C T -Y o � E � oc: 0 .a U 7 L il 0 il O 7 U � O n � a J 0, J C D o � .o O_ U o L L d � N C L) N U 7 U U X N N S E U U C (D �0 U -� o V) D � D U o - U o � �a o Y) o C� a 3 C 0 o0 a a � Q) a N T C F- O TH 0 SCOTT R. COLLINSZ U No. 35791 16 IONAL -e parameters counts as one a o abl unit, ()riginal Proffer dwelling unit qualifying under thes ff rd e Amended Proffer COUN-rV OF ALBFMARI,F. I Affordable HousinZ The Owner shall provide affordable housing equal to twenty B. For-Rent Afforditble Units. Department of Community Development percent (20%) of the total residential units constructed an the Property. in the form of for-sale 401 McIntire Road. North Wing PROFFER FORNI condominiums and townhousm and for-rent condominiums, townhowses, apartrittmts anti "arlatterville, Virginia 229024596 accessory units. At least 4M`6 of the affordable unit% will be in the rmin of for sale (1). Rental FAtes. Ilie initial net rent for each for-rent, affordable unit shall Phone (434) 296-58.32 Fsx (434) 972-4126 Date: November 4. 2010 condominiums and townhouse-.. Fach subdivision plot, and site plan for land within th,�!L Property not exceed the then-currem and applicable maximum net rent rate as published by the County ZMA H; ZMA 20 10-006, 1 lollymcad 'I*o%,.,tt Center Arva A-2 shall designate the lot-s or units, as applicable, that will, sul7qjecl to the terms and conditions of Housing Office. In each subsequent calendar year, the nxinthly net rent for each for-rent Ta,� Map Parcel Niunhers: K'145 und 32-50 this pmffier, incorporate afroTdable units as de-scribed herein, and the agin,,egate nurnbcr of a0ordable unit may be increased up to three percent (21%). For purposes of this proffer November 19,2010 statement, the term "net rent" means that the rent does not include tenant-paid utilities. '17he 44.5 Acres to tx� rc-.,onetf frorn RA to NMD qtch lots or units designated for affordable units within each mthdivision plat and site plan requirement that the rents for such for-rent affordable units may not exceed the maximurn shall constitute a minimum of twenty percent of the lots insuch.subtlivision plat rite 1 tar rents established in this Proffer IB shall apply for a peTiod of ten (10) years following the Scott Collins, Collins Engineering fit conjunction with the Application Plan entitled "ZMA Application Plan for NMI) Portion or plan. date the certificate of occupancy is is=ed by the County for each for-rent affordable unit, or Z 200 Garrett Street, Suite K flollymead Town Center A-2, dated 'Nlarch 13, 2006, revised August 31, '1007 (the until the units am sold as low or moderate rost units qualifying as such under, either the 0 Charlottesville, Va 22901 The Owner may "carry-ovee or "bank' credits for affordable units in the, event an — < -Application Plan" and the Amendment to the Application Plan entitled. "Amendment to the individual subdivision plat or site plan designates affordable units that in the aggret,,ate excecol Virginia Housing Development Authority, Farmers Home Administration, or Housing and L r RE: ZMA201 000006 Hollymead Town Center Area A2 Gencral Development Plan far 7MA 2007-001,- dated November 1, 2010 (the "Amen&d Urban Development Section ft, whichever comes first (the "Affordable Term"). 1KW A Ce the twenty percent (2(r%) minimum for such subdivision plat or site plan, and such additional U 2: TMP 03200*00-MO4500, 03200-00-00-05000, and 03200-00-00-OSWO Application Plan for Blocks 131, B2 and B4) and lintlymead I*oxv-n Center Area A-2 7MA Ul) ca A C afforolable units may be allocated toward the twenty peroent (200,4) minimomi an any future (2). C! f LdqPS't All deeds conveying any interest in the for-ren]. 2 LU D 20104)06 Revoning Application and the revisi odc of Development approved in 0 in subdivision plat or site plan, It however, that the maximunt number or affordable units affordable units during the Affordable Tem shall contain language rociting, that such unit is Z _J conjunction Nkith ZMA 2010-006. 0 < Dear Mr. Collins: that may be carried over or bank-ed Atall not exceed twenty percent (200%) or the total units on subject to the terms of this Proffer 2. In addition, all contracts pertaining to a conveyance of 0 U'l any subdiviition plat or site plan. The Owner shall convey the responsibility of initinlly any for-rent affordable unit, or any part therrof, during the Affordable'Tertn shall contain a m est Ii his Proff 18. At > The Board of Supervisors approved your rezoning application on November 10. 2010, Your rezoning constructing the affordable units to thes;ub,%equent owners of lots within the Property. With the complete and full disclosure of the restrictions and controls ab shed by t cr LU 'fax Map Parcel Numbers: 32.45 and 32-50, Comprising 44..S acres mid n1so identified as i least thirty (30) days prior to the conveyance of any interest (otha tilan for the securing of a from R-15 to Neighborhood Model District was approved in accordance with the attached proffers dated written approval of the County's Subdivision Agent, the Owner orits successors, may revise November 4, 2011. An application plantplan of development dated November 1. 2011 was approved as flollymeadTown Center Area A-2, are subject to rezoning, application AMA 2010-006 and to which lots and unit-typeq are designated on the subdivision plat or site plan that will contain mortgage or deed part of the rezoning. Please refer to these documents for any future app6cations and requests on this Phis Profre.r Statement ('the "Properly"), I'he Property is described with more particularity on of tr=) in any for-rent affordable unit during the Affordable Term, the then- property- (fit Application Plan, vAlch applies to all portions of the Property except for Blocks Ill, 132 affardablc units oq provided under this proffli�r, provided that the number or the lots so current owner shall notify the County in "ting of the conveyance and provide the name, and 114, and the Amended Application Plan for Blocks 01, 82 and 11A. 17he Application Plan designated OnTl not be reduced. 'M actwal ownoff at the prolm.wd time of construction shall address and telephone nuinber of the potential grantee,, and state that the requirements of this offer units affordable to households with incomes less than eighty percent (SOI/o) of the area Proffer I B(2) have been satisfied- Please be advised that although the Albemarle County Board of Supervisors took action on the and the Amended Application Plan for Blocks B 1. B1. unit 114 are aflacbed hereto us Exhibits project noted above, no us" on the property as approved above may lawfully begin until all A and B. respectively, median income such that housing costs consistiny, or principal, interest, mat estate Laxes, and applicable approvals have been received and conditions have been met. This Includes: homeowners insurance (PITI) do " exceed thirty percent (30%) of the gro,;s household (3)• gepom irty M,Renjo) stes uring the Affordable Term, wit1iin thi (30) ,,_ _ _R_—, D 'I'he Owner of the property is Route 19 LLC, a Virginia limited liability compnny (the income. days of each rental or lease team for each for-rent affordable unit, the then-current owner shall compliance with applicable PROFFERS; "Owner"). I provide to theAlbernarle County Housing Offiee a copy of the rental or lease agreement for compliance with requirements of the CODE OF DEVELOPMENT A. For-$ale AM00able Vnits, Affortbble uriRs'shall be affiordable to household,.; ewh such unit rented that shows the rental rate for such unit and the term of the rental or lc&sc compliance with conditions of a SPECIAL USE PERMIT; and with incomes less than eighty percent (R(r/.) of the area median ramify income (the agreement. In addition, during the Affordable Term,, the tben-currtnt owner shall provide to The Owner herby voluntarily profTers that id' the Albemarle County Board of Supervisors approval of a ZONING COMPLIANCE CLEARANCE acts to rezone the Property to Neighborhood Model District (NA41)) as requested, the Owner "Affordable Unit Qualifying Income"), such that the housing costs consisting of principal, the County, if requested, any reparts, copies of rental or lewe agreement*,. or other data shall develop The Property in accord with the rollowing profTers rurssuant. it) 'Sk-clion 15.2- interest, real estate taXes,, and horneowner's inw.rance (PM) do not excecd thirty percent pemining to rental rates as the County may reasonably require. 2303 of The (r7odc or Virginia, 1950, as amended, nnd pursuant it,) Section 33.3 of' the (3M'*') or the Anbrdable Unit Qualii�ing Income, provided, however. that in no event shall If you have questions or comments hording the above -noted actlon» please do not hesitate to contact the scIling price of such affordable units he requiTed to be less than the greater of One I fundm-d 2. Rtmd _1myrovemtMts. Within one (1) year after approval of ZMA 2007-00 1, the Albemarle County Zoning Ordinance. nese conditions arc vOunutrity proffered &s pirt of in Ron Higgins at 296-5832. Ninety Thounnd Four Hundred Dollars ($190,400) or sixty-firms -tv Perri.-tit (65%) of the following streets shall be completed: the rcquostcd mzoning» arid the Oww�r ncknowled�.,,rs that the conditions are rea,,;onable. -#rtgap applicable Virginia flow;ing Development Aullwnrily (VIIDA) tainximum, int c for firs - "I'licso proffer-, supem,�de Itte profTers, accepted in conjunction with ZMA 21007-001, It' rY Sincerely, time home buycrs at the beginning of" the 9",ay identification and qualification period A. Meeting Street from the interscction of To,,�,m Center Drive to the northern r14 re7oning application 7NIA 2010-W,5 is &nicd, these pronlers shall immediately K- milt nnd referenced below. 'I'he Owner or its successom in intemst may at its optic-In provide down boundary of Area A. Meeting Street will have two nord-Jxmd and two southbound void and of no further forte and effca and the proffers accepted in conjunction with ZMA Payment assiMance or noft seconds (silent second morigagcs) to reduce the costs to the travel lanM one northbound and one southbound bicycle lane. Initially, one lane in each .2007-001. as well as the Application Plan and the Code of I)evelopment. approved in homebuyer, so that the resultant first mortgage and brAising costs remain at, or tvhow, the direction may be utili7ed as tart -suet pa*ing V. Wayne Cilimberg c0r�luiiction with ZMA 2007-001. shall continue to anly to flollymead Town Center Area Director of Planning A-1 parameters described above. All Financial programs or instruments dmribed above must Ix, acceptable to the primary mortgage lender. Any soft second (silent second mortgage) executed a-, part of the affiwdible hou- .,ing proffer shall be donaftd to the County of Albemarle (the "County") or its designee to be used to address affordable hou-sing. Each Cc: United Land Corporation 2315 Seminole Lane #200 Charlottesville VA 22901 L9 2 15 OEM= m a- UJ C14 LU < F___4 9, Critical M om, Fro%ion and Sediment Control arid Stormwater Monagement, A. Critical Slopes. The O*mcr shall 'apply for crid I slope waivM for any roads 11. Town Center Drive (Plrevioirsly Acccs.% Road A) from the F�tstcrn cdpt of the by Oicte TTv annual adjtonncm *01 be rntdc by t4ultiplying The proffered ctl4t Ca UJ NMD zoning boundary at the intersection or metting streti to its intersw ion with renr0ibution "imm for tbt pretodiry )vw by a fr6%-,tkm. the ewitem-or of w" shall be the located in critical slopes governed by I s4.2 et seq, of the Albemarle County State Route 606, also known as Dickerson Ro,-4 'lWis section ol"fown Center Drive lWcx ss of Dcmmbcr I in the eattodar lvzr mtxq roctmtly tn&vd, and the &m4ninator or Code. shal I be constructed to nowinmod2te two travel lanes, vNith a cross sc-ction approved b% t*Ivich shall be the lrxkx wt rof r3coernhcr I in the yrar rvictding the calendar }mar rn*,�t the county arul VEK-)T in a minimurn 60-foot wide right-or-uruy. re"nily en&d. For e;�*,ch cash cowdbotion Om is boing paid in inarmcitts, ow t=psw M trosion and Sediment Control. Owner shall, to the mmmurn cxtenz practicable as determined by the Courtly's Program Authority, provide, o�ddhional I"or purposm- of this Proffer 2, con-struction or each strect shall be, deemed cc"picte croniort and sediment control'.�:: to achieve a'sediment rcr�oynl rate of eight), Ga=w*v, TT= Owoer sh.all drdic-ste in foc simple a Wolmmn 7.6 acre 'Ste-en%tty- a ref n) L ent reg: lat structural CM when it is ready to he recommended by the Alix-marIc County Board of Supervisx)rs. for t (8(r%.) far the Properly. (As "itti' ell ory to Aftmark Cony for pubtic ute, Tte, dedication is idcndfted vn Ow Applicution PlAn ds permit u acceptance into the sme-mmritained syctem, and the Owner has obtained ftom the County '(1rmitay AmdetficaJaa to Anxrn�tdc cbuntv, � um Aali indu& a strip nr 1=*d thm ron,, measures achieve a 606/16 optimal removal rate.) I :ngincer a written determination that du: strect is s3re and convenient for traffic. 61mg Pa"Vil (WA with a r"16irmirn width of so f�ct on thc cach side of Poucit Crock. .Kul�ev to the linnitzlirms of the properry bound-iny. The oltdizawd wea Will alw include all C. Revegetation. Within nine (9) Months after the start of grading under any tlo*d 041marra along Powdl Crccl� uidtin dk- PA>PMY bow.ulAy. 11w Owvter 51'All campfov L9 11te nind iinprovements listed hercinsivill be constructed in accAmlance with tht, NMI) erosion and %ediment control p.-rmit, permanent vcgetaticin shall be installed on Code off),eveloprin-rit as appmved as part of ZMA 201 "M (which with rcspec-t to the road the ImM%wwnts shown ott dw- Apoi&mion Plan md ulmll dediewe the Po%th Crrck all the denuded arms, except for, arcas the Pragrarn.Au6ority determines am Grccn%-&y to the 0xiniy at thr time of the tint site pLurt at stAxlivisim plMuff"vA. After it improvements, am the same as those contairsed in the Codc or Dcvclk)rffnent approved in otherwise permanenfly stabili?eJ or are under con5'truct1**n)k11th An approved w Fri it dedicved w r-ohlic tow, Ow Orm wiy Area shAll eontirmc� to tc inclodod in Or.- tm..A, arca UJ -r wid approved building permiL A three (3) month cxtenstort for the installation: of permanent cor�junction %ith ZMA 2(9)74�01), and with rcmd plans submitted by the Ownc or open spamt and itmonitics uithin the Prorvily. If thc &mnw*y is nol dedicated by 4 LL_ by the Virginia Department of'rransIxtriation ("VD(Yl'-), SlIMN-kion rlm* the f hvner omll tic resp", ibfc for the cost of & wovey and prcr.wing trite vegetation may he gi � itted I by the Pr og L ram Authority due to special L.L. 3. Public Tramit Seta fonL.Am_efio9_ I'he Ownet shall construct two public transit stops dml to con%vy the Grmltw-ay to the Ocluflty. circumstances including but:roi limited to weatlier conditions. W 0 within Hollymead Town Center Area A-2. 'Me location or the public transit sto ps shall be 6. Pocket Pxr%L In conjunctitm%ith the %uhdisi4on rLutor gile Plan that inctudes thr D. Stormwater- Ile Owner shall, to the maximum extent practicable as determined identified on the Application Plan and retained in the County files. Ile localioms, shall be tawJ dmcrilvd in thk Pcoffm 6, t1w 0%%vmt XhAll vqamidl xn per.-Mimarly, 4"ttv sql,,,t�rc by the County*.-, Program Authority, provide additional slorrawater management approved by the Director of Planning prior to approval of the first subdivision Plat or site plan forA Pocket r*ik (the 'Pock.cl Pa6`) lc4MM on the notthcm edge of Block It I fionling. Town to achicvc a removal rate 2(r'o better than would othcr%virw be required by the UJ Ccitter Drive "!6"" on ttx- Arnended Appli=liw I'lin 6v Block,% 0 1. 82 and 114. und Stall Watcr Protection (")rdinanec (Albemarle County Code § 17-1(X) cl %N.) tip to it U for Hollymead Town Center Aren A-2. ConAruction of the ptiblic transit stops -.hall occur in ivclit& all well intinowax-tim losd Other fratares idmtificd in dic Codcor conjunction with improvements. for the mibdiviMonplat or site plan or the public strect plans 11te PoLk ct Pwk tv indeded in the teat vrft of'opert spm mW Anumitim maximum oran eighty percent (8(r*) removal rate for each phase, which includc the aka for the transit stops. *11-�e design of each Tniblic transit slop shall be %ithin the Pw1wty. rm iahvdiviwim plat ter' sitc vE= shitil include a note stalits Oval the n subject to approval by VDOT imd the County Engincer« and shall include no less than 200 Pcxkct Pvtk- i,-, mwmcd for funtm deeks;oin to theOxmty of Aftwmale wuL urx% the 10. LIKED �'tsndardt for Core m!,!d t��hStl Develoement. The Owner shall cause the F-4 re,Q11cit of tht Ownly, the ownel sitalt &-dicam in fee jamptt the pe4kci Park to the Coarty. square feet of paved surface and two beriche-s,, commerrial and mixed-tm, buildings in the Project to be de-igned and constructed to meet If the Peckei Put i5 not Witted by sA4i%ision, � A. the Ovma $1"WI pay the O�KM of minimum standards flor certirication (tw,4�nty-thrce (23) credit points) urider <3reen wmvyin4 the Pocket Fwk. prepari"s cme tv inmr, rtats thcrmf *W Pft-muitg, and rocomfing ' 1rec 4. C,'a,,qh Proffer. Ek•ginning with the 151si Markot Rate unit. the Owner shall contribute orw at roctre dm1% of dedicmkm. Building Rating System for Core and Shell Development as. set forth in the 0-5. n cash on a Per dwelling unit basis for The purixtses of runding Berkmar Drive Extended. other Building Rating System, Version 2.0, July 2W. Prior to the issuance of a building permit ("Ounty infrastruclarr, tranqpoTution, public "fety. -zchool, parks and library improvt-mcots. 7, kryy_tljm� ct"ter or Otb" FortlLt-y' to7pcm the requ"t orthe county, itte the Owner shall iubmit a certification frmn dw IXED certified architect to the Pirr-tior of The cash contributions qbAl tx,--: S12,400 cash ior each Otmiicr shal I dedicate in fm sim0tc. a two (7) acre romet of fami for tm-_ by the Ctrunty tw, JiL- Community Development that tht.- building plan meet-. IXUD standardA.'lioef6re the dAmiling unit, other than an affordabIc dwelling unit ('Market Rate Unit"), and $11.900 cash drisv'rec as a Itccych"s ccfticr. or *41croDinrit requests that a certificate of occupancy for any building for which a licenw.d architect rend re Irsky' falCility i&Ptificd in thc, CIP' tea t4-- 10CtdCd c d for each multiramily/apartnicnt dwelling unit tAlter than an affonb, ble dwelling unit ("Market in an area truiKI arqwtHair for -such use is agrecd by tiv Coumy and , the Owner. If ft lam foi such a clertificate, the Owner shall submit to the County's Director or Community O Rate Unit"). Such cash contribution that] be paid at the time or the isquance c)f the building The Pecy__linCcmcrorCrmrnuvity r-acility is o<t dedicated by:;*bdivi.*0m Plat. the Owncr Development a written statement front the archilect that the building %%,as built to the plans on UJ permit for each new unit, unless the timing, of the payment is oiherwisc specified by state ShAl pay the cmmof s1VVV)inr thc tam, rfrr�mirts r" MOMM PIZ" themorani mrWing WW which the cenificate was based. 11w, J >- Beginning January 1, 2008. the amount of each cash contribution required hcrein 9. Rrvrrmliottal Facflitir%. Tbc 0-Aver Shall -oontribuX $500-04) cosh Mt tc;idernttal vn;%, 11. Phasinit Plan. Nor to Wilding permit,,; that would authorize tip to 75,000sqmte re et (if _J to tv roid at the time of immmcc ofe3ch building pv-rntit wt!M the timing of the is commercial/office, building permit% shall have becri issued for at lcj-%l 30 residential units. I-v-- adjusted annually until paid, it) reflect any increase or decrewk: for (tic, preceding calendar c4hCmi-'t sr-wifird by swe taw. for 11W rurlxm of Auxurl ft Cx?WUtM VC new Prior to building peritaits that would authorize up to 200,000 stlware coet orcommerciavomce, ycat in the Comparative Cost Multiplier, Regional City Avcragc, Southeast Averat gc. j"c�o�t of reg;"ll roa4txw re4mviorutl itc tictcrTnincra tyv the Cmntv Pzrk-i buildin tegory building permit:sball have becri issued for at Ica-%I 100 wNidential units (toml), 'Prior to fm% 0 .ermits that would authorize more than 200JW sq ft orcommercial-loffice, building Permits A Masonry Bearing, Wall,,, irssued by, Marshall Valuation IService (01cla MarshAl p U and !-swift) (the "Index") or the most applicable Marshall & Swift index determined by the shall have lven issued for at le-a-st 600 residmitial units. County if Mars-hall & S-,vift Cease publication or the Index identified herein. In no event shal I any cash contribution amount be adjusted to n sum le." than Ific amount initially eslahlished LU 6 0 UJ 4 Ln JOB NO. 152114 SCALE NIA X, SHEET NO. 2 /1, " ,k , I � '� .. . - .. - - � _ __-L- .��- ---- - . � - ---:,- _ I , - , � I 11, 1, \ - I ___ , ___, - . 1 7 , \ \\ . - � - ��/;_ - � ��___ I \ 11 : . . I . f I �,_� ..... _- \ I . - . . / I / I . I.. � � - , \ z // >,/. . I - ._� . \ \ - .�/ - / I I— I. � \ I ,,-' . � //1, / I /� . . I Ll- � - , � - --- I . I _ -I'. . _ __1 ----- - -- - __ I lil "I , 1( \ X __�� i" \ - .1 / 1___' --- __ - — \ � I � ___�_ --- — -__ _�7---_ 5�__ --- __ __ -, - - . - _V� -:�-:: -� --� � . I " � le�fl_ �_�_ � � - - --- � _� ___� I I I ____ ,- ___ - - . ��_____ - , , __ , . _✓/I �� X \ I/�-L ; - -------- ___ - \ " - , \ \ , ___ - —,- I - . -1, �z �_ - — _.__ / , ---,-" "�� __ //-- I �_ — 0ju �\ .1 - ,w� —_ —_ __1 I , I � ---- - — --- 11 I �1/ -:� ,,, � �z - � � I - � -, �,-� ,-' ___- ---- ---- ---- -"-- �-� - __ '* -1-1 -11, , , � _:�: _,:�� , "", - /, ,�/ �� - ,� �� , --- --- _ -11 -\,- ., \� � _-- __- ;---I -, --- � \ '�l, �� I--,' "- _- , . I ;�� ,- -�---_-- 1 . N z / / / \ / ____11 / ' ` . , .- I--,' / I- / / I / 1-1, _11 1z __ - - 11 I ,,- /' , r ',-' __ _1_1� I - �______ - � - � - ;z ,---, � ��,�,'� ---t�' - _V -, : ADJOINING OWNER INFORMATION - _�� . I,,- _: TAX MAP NUMBER ; ADJOINING OWNER INFORMATION DEED BOOK/PAGE ZCINING/USE IDENTIFICATION TAX MAP NUMBER DEED BOOK/PAGE ZONING/USE IDENTIFICATION TH 0 X__V� - , __ I 11,11.1, 11 I I I—— I 11 11 I I I'll I ......... . . . . . . .............. ..... . .... - . ...... , , ". , - . ..."11-1- 11-1 "I'll . 11 11 ......."................ I - � 1. .11111111 1.1 ..... ... I ..... I - I I I I I 11 I I... I'll 1.1.111. I—, .... ..... ... I I., I 11 1111111-1 IDENTIFICATION, - -�� ,--�' i �' - -, - : - I 1-1 ,_� i "-I-- ____ -, 11_�_ �__�, t WINKLER, MATTHEW P - JONES, CHARLES D JR OR LINDSAY ELIZABETH WRIGHT Neighborhood Model District X - - �e, 032BO-00-00-03900 l 4572/046 Neighborhood Model District A 032BO-00-00-01600 I ! I / _,�, 44OX? ... .. ... 11 . - .. .... I ... .1 1, 11 I . ... I ''I I I I ..... I ... I .... ... I—— � I............'' 11111 x ,- - ---,- �3-_ —__ .�_ t .. I .. .1 I'll 1111-1-11 t I .. �,�� ____ ,---" � ,�T - i / ,;� I , �- -_ t 032BO-00-00-03800 � . LIAO XIN Neighborhood Model District Nit " / 1,_,,-- I i GARRETT, DANIEL M OR CALIE M 3802/630 Neighborhood Model District B 032BO-00-00-01500 1 i I - 'jam - . 1.1-1 It I 1. I 1. . .. . I I - I", - r �' 11111111- I I � / - , . - I i - i TRIBAL PROPERTIES, LLC /O REAL PROPERTY, INC Neighborhood Model District z _� / / " / I i THORPE, KAREN 5o - i032130-00-00-03700 i 3808/518 Neighborhood Model District C � 032BO-00-00-00OA0 SCOTT R. COLLINSZ 11� __ -1 �, // � .... i .... I � I I ... . I ... I . .., __ / � 0 I." 03 / >��/ I �, J, "/�' � ; IX __ z � _ ! � 'i,_ __ ,, I I t l HARRAWAY, ADRIEN 3804/581 Neighborhood Model District D 03200-00-00-041K1 POST OFFICE LAND TRU T; CHARLES WM HURT Planned Development Mixed Comm. AA _:1 __,-i-"- " // i �03290-00-00-03600 l U No. 35791 Ili, , 7 , I., .1 .. 1. I I 1. 11 I.. I I . I'll, . 11 . .... . ... I I I I . � ,-- - ,.� - � .11, 11.11111! I I . v, . - - �, 1 :6 -'a 11 �� - "-., / �,� t � L/ _- �/ ! � : &SHIRLEYLFI ER �6 A- \\ �1' ---- X/ - -, / \ �, -----032RO-00-00-03500 ! ALLEN, SONYA DENISE 3804/556 Neighborhood Model District E AV \,\ , �\, 1, I- '5�� - , � � _P1 \\�,_\.. .l, I , `,j _ I ____ ----<----, / I& \\�� I ''I ... ,_ �� .... I I I -, 11 1. I I ''I'll, . I .... ...'' I I I . I I I'll I I . .1111, . I - - � - I-- � / / . . -00-00-03400 i SMITH, . � , t - � *�� ot i & - �, �- - - \ I I ____/ / ,---,032BO i % \\\ - - 1� , , -, __ '1�151&10XAL - � Q / ___� I I t 0 �` '" _��_� , I ; / _:� I � RACHEL N OR DANIEL B 4288/707 � Neighborhood Model District F � 03200-00-00-04110 POST OFFICE LAND TRU T; CHARLES WM HURT Planned Development Mixed Comm. BB z - I I " ',�� N. - I=- ___-4-'__ � FIHUE, JENNIFER � SHIRLEY L Fl HER TRUSTEES _1 - ,015',,-, .---- _,-�s� 032BO-00-00-03300 t 3905/631 Neighborhood Model District G I � - - I _ 1 _ - � � -- I __ _ � - - - - I - _ -1 ___ -1 � � - � _. / /,_"� �/�_ - - N. / t - . . � - �, W \V - �_\ , � '' -,_-Y- - _` / t 11 V � i , � \/1 ",_ W11 � � 1 03200-00-00-04300 COLUMBIA 11 H DLLYMEAD LLC Planned Development Mixed Comm. cc * : H I - 11 'Dot, 032130-00-00-03200 � COLLAZO, JOSE 3809/001 Neighborhood Model District 1,1 I -_ k �p : I � ____ I I � : - I � I . I - _� , - � , -\D , __ — _1 -_ k : \ \\ - 9 - I _]�: �___._ . : , -, _�__ : - �,61l,!�- — - / , . . ______ _� I-— .11 _ , ALAGIB, KAMALELDIN E OR AFAG 0 SULIMAN 3730/716 Neighborhood Model District I C/O PROPER rY TAX DEPT ��11 - ____ - 1 - - , .. � . '. � 17��-:] . . � " I 03 2 80-0 0-00-0 3 1 0 0 : � - 1 � . l __ ___ __ � \, � L::.-.7_ -_ *1 * 1, - - - - � i ----I- - --- I - ______1 _______ 11 - � -1 ____ __ I __ ____ _____ - I - - � I - --- � � --- - - - ,_ 1 \ - .i . " f 0 � 11 L� "I : � V_ _�_, ,,p __ __ , I I � ARISOY, EMIRE VOLKAN � ROUTE 29 LLC Planned Development Mixed Comm. DD 4043/725 Neighborhood Model District i 03200-00-00-042AO . 11 I - 032BO-00-00-03000 - ,- ,� - N-, � - 15 /// / ) I I I � ROUTE 29 LLC Neighborhood Model District EE I ! l i - ___� :032BO-00-00-02900 I BOLTON, BENJAMIN OR LAUREN BENSON 36.7.5/_6.3.7 Neighborhood Model District K � 03200-00-00-05000 - ") I - I—- ------------------ -1 ____1 __-_ - - - -_ ------- _� -r'- � r l - I A I 032BO-00-00-02800 � AMOS, SAMSON OR RAHILA L 032BO-00-00-01400 PATTON, NN LYNN 4406/646 Neighborhood Model District FF �i \ ,s; , - /// // I � ; � . - 1 3674/471 1 Neighborhood Model District ! I I I � i � -, � � 03260 -00-00-01300 FRITZ, JAY R OR CHRISTINE L NICHOLSON Neighborhood Model District G G �, � ( ( r / , � � SHELLY, PATRICK T OR DENISE M LEWIS 3677/587 Neighborhood Model District M I 1 0-1 _____T_1 032RO-00-00-02700 � - ; � � / I- - ___ - 11 --- - 1. I - - I -_ � � - ___ � � - - --- ---I- - 11 - I .1 - -- - - I - � - __ _ ___ 11-1111, - - I ______ - � -------,----- - - ____ - - - -_ ___1___ , / - I t.- � I - _:E t � I . t , I i NEWBERRY, ELLEN S OR BOBBY G Neighborhood Model District HH t .. F%, sV,,A #5 13 032BO-00-00-02600 ; PEARSON, LAUREN ALESE 3673/661 Neighborhood Model District N 032BO-00-00-01200 - � I- -1 . - � t � - � - I � __ - - I I � � I - � --- I . - . � \ � / . _T t I � - , . , \\ %SE.-521,,,', // / / / I � 1 13 ...... � . . . . ....... .. ____.______ t � I �\ Ij �03290-00-00-02500 l BRUNAL, SANTANDER A . PRADHAN, KRISI- NA OR CHANDA Neighborhood Model District 11 i 3674/486 Neighborhood Model District 0 032BO-00-00-01100 - i ' 1 \ , \ STERLING TRUST CO APANY CUSTODIAN Neighborhood Model District ii %7 � :--�_J/ FOSTER, SEAN DAVID OR AFERDITA � 032BO-00-00-01000 z � _A=z__= I : _ 103280-00-00-02400 ; Neighborhood Model District P � ,, __�,L2 / .---- - __ I - k �� 7:�` -- -,--7---. : � I - ; � __ - - ____ - - - I � � � ------- - � - -1 - _ - �, I—— � ____ __ I � 1 - i- I 0 ; • : - __ I - , i KK , - -'--- __ __- � .4 r_, . r, / : ; , ` T ! -, - i 0j_, -i -• --,,-�-, ()OA �_-Zzt,--f / .:' 7'. !'� - �� , , , . � , - --�-J 1- � .*.;032BO-00-00-02300 LEE, KWANG OR EUNSOOK CHOE : 4158/459 Neighborhood Model District Q 032BO-00-00-00900 GAUTAM, SU RESH 8. JYOTSNA GAUTAM 3431/027 Neighborhood Model District < . 'a \ . __ ' I . - - � \ I - �- - EXISTING SEDIMtN I tSAZj I N , �i__ ....... . ..... ... I ............ I I'll— �......."'. '... 1-1- 1-11-1 r I I 11 11.11 I I 1-1.1 1. 1. I'll, I'll 1.1-11. . ...... ...... ..... 'r \\ i ,� T. - : - / / 1 - � 032BO-00-00-00800 ce u,,� - ---L ; =_ (A - --- � COTTON, SHARON M : SHIRBACHEH, SAVIES ROD Neighborhood Model District LL 1w A I � ( 032130-00-00-02200 __ � - � - _ I I � - - t - _____ 14064/340 - - , , Neighborhood Model-District __ - - - I R � u 2: � - __ - __ - ___ \ ___:\� ! / / - ___ - - - ----- ! V) ca _- - - -, � ["_.. 1� - � , 1 —7. _ — I - , �". . . I 1 - .". , � VARGHESE, REJEEV G OR ANNIE 5 470/302 Neighborhood Model District S 032BO-00-00-00700 PROVYN, FRANK HUNTER Neighborhood Model District MM FM uj Z) ,\\ -) , 1, - I - , . . _ ... w � . . � ..: -00-00-02100 ! : 3 0 V) I . �. . .. . . '. I 1032BO l � - - :, . ,.7. ..: ....� � ..... � ..... . . ... 1111.11 "I'll" r r I— .... 11.1.11,1111.1, ...... 1.1i'll, "I'll" . -.1111111, 11 I'll - - I - I I'll, I'll, I .111111 rr 1111 11 r rrllr rr-Irr r I 11 . 111. 1.11 11111111111 -1. r Irr 'Irr I r r .. ..'.."111 1. 11 I I I I 11, I I 11 I Ir .. I ... ..... ...... I I'll "I'll I'll 11 . I I - � � - ,; t. I . I , , _j - 1� L. . i : z � �' '. - ,- _ -, - � t N ,�'..,-��ll�.,��,�,�,�"- j _2�� 1 � SCHEDLER, CALEB J OR PAUL C SHEDLER 4624/302 Neighborhood Model District N __ ! 0 < � �q . 1032BO-00-00-02000 t THROCKMORTON, WILLIAM F OR SHELLY L TRADER 46361384 Neighborhood Model District T 032BO-00-00-00600 \ ��, I I I I I I i I � 'Ill � t � M - F- , i t V) � � � \ \\,// ,- / I I/- - -11 I I : I � FASSANO, RAYMOND P & RACHAEL A FASSANO 032BO-00-00-00500 STERLING TRUST COMPANY CUSTODIAN 3457/100 Neighborhood Model District 00 � 0 . 032BO-00-00-01900 � 3460/290 Neighborhood Model District u . z � l > - � Z4A2T' / I I _,___1 _____ __ ___ --,---,.. _ _1 .. .. .. . . ..... 11.11,111,111,111,11, 1111-1 ...................11.......11 � 1111111-r- 1111111111 - . ..... 11.11,11�'ll""I'll""I'll",,�.,I I'll" I - rr I r-r- 'Ir 11111111. I .. 111111- �.1.11111111,11"r".""..'r""I'll"�"Irl'I 11 I r-l-r-r- I ... .11 1. 111.11111 r r r I I I'll I'll I I .11111 11- Ir 11, "I'll I 11--r-r- I r.111 I 1111-1 I I—- . .. . .... ... .. I., M Lu , l \�/ / - - � 4 TRS OF FASSANO LIVING TRUST - 032BO-00-00-00400 ELLI S, LINDSAY S OR WEN DY J Neighborhood Model District PP W..If Ar w , t ,k, � r l ;L I I . : M / I __ 1�_ ,w L _4�t I � QQ , - , V N . I 1*� I 1 yy-00-01800 : VANDEVER, PATRICIA A OR JOHN E OR 3478/688 Neighborhood Model District 03260 -00-00-00300 I .1 " ' - RIDLEY,THO AS 3762/051 Neighborhood Model District "_ ��L� �� r, "I'll 11- I- � I - 11 I I - -1- I I I I 1. I I I 1.1.11, L �L"' L . r ... I -, - ....... ... "111-1 I I � r I I—— 1 � � II'LL L� LL1111111L I "I'll I I I 111111 111'"L .... I L �. - � - LL .. ..... ... .. I 111. ,�) I '7'r '�'! � ✓ .I--- , , I . ' �-�74'1 -. . �__`- _' I I -I. - - ------ .. ,* 1� , ',4.� � > I 0 - a 032BO-00-00-00200 SCHROPP, CHAD OR LISA LEAHEY Neighborhood Model District RR 111 . 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OP EXIST[kq 58' PUBLIC u. ` ~~~ ! ^ \ r-- --� .~°~M=��~.EA-^~FFE-. 582.50 BSMT: 573.50 BSMT: 574.17 ,EXISTING UMA|mAu�.D||ic� U . �L/� ___ ---- --~- __� ~~^ \ \ \ / TO'CONVEY FLOVVTO-- __' �� __ __ ____ __ _ _~� __-__ __ ____ cn Lu LATERALS (TYP) CA �2 (P) SANi�ARY SEWE (P) SANITARY SEWER 72 LATE t BR J1 W N YE 271.7 VARIABLE WIDTH PUBLIC R/f 0 11V L8' 2 Z13 -I-- A __1 r (P) VAR WIDTH PUBLIC UTLLITY EASEMENT (TY Lu (P) FIRE HYDRANT ASSEMBLY (TYP) ------------ \N,,\ cp EX 12" WATERLINE r X ECT T' P4 UJ FAs Li 0 RETAIL BUIL-DIATC Nu FFL 559.00 w JOB No. S'prinkled, T?/pe 2C 690 Ll SCALE 1101 1 1 =401 zt SHEET NO. C2 1 inch 40 ft. BLDC I STORY _zZm 1 1 GENERAL CONSTRUCTION NOTES FOR STREETS ROAD NOTES ALBEMARLE COUNTY Aspbalt Pavement Restoration Detail for Opera Cut Utility Installations Mill $resurface"' Mill GENERAL CONSTRUCTION NOTES 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL GRADING 7.5'tatal asphalt 12 "min. concrete pavement depth or equ al to BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF 1, THE LATEST EDI77ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF 7HE START OF STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTAT70N SPECIFICA77ONS SHALL CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA CONS7RUC77ON. GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY 2 UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF THE ROADBED SUBGRADE, 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH REQUIREMENTS OF THE PERMIT SHALL GOVERN. (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUITABLE MATERIAL TO THE SA77SFACT70N OF THE ENGINEER. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST EM77RE EASEMENT. 077-IER TREES AND VEGETA7ON WHICH OBSTRUCT SIGHT DISTANCES J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH RESULTS FOR APPROVAL. AT ROAD INTERSEC77ONS SHALL BE REMOVED. I THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WlTH1N 77-IE PUBLIC 4. ALL VEGETATI0N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER CLEARING, GRADING OR OTHER CONSTRUCTION. RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 774E COUNTY. ALL PRIOR TO THE CONSTRUCT70N OF THE SUBGRADE. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A DRAINAGE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY NATURAL WATERCOURSE" OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 4. GUARDRAIL LOCA7ONS ARE APPROXIMATE. EXACT LENGTH, LOCAT70N AND APPROPRIATE 1" ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WI 774 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADD177ONAL A A41NIMUM COVER OF ONE (1) FOOT. OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN 7HE OPINION OF 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON STABILIZE A DRAINAGE CHANNEL. 7HE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS THE PLANS, OR WHERE FIELD COND177ONS INDICATE Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH TRAFFIC CONTROL DEVICES. PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE INCREASED TO SEVEN (7) FEET. ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN7AL DRIVEWAY OTHERWISE N07ED ON PLANS. STANDARDS FOR THE C0NS7RUCT7ON INDUSTRY (29 CFR PART 1926). ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE FM IL WTW WiIM AMPS SAm WEDED TNIEPPP NrIE� IJSE PMATNPATIK 6. WHERE RURAL CROSS SECT70NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED SHALL CONFORM TO VDOT STANDARD PE -1. COURSE. FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: Z COMPLIANCE WITH THE MINIMUM PAVEMENT WAD TH, SHOULDER WD 774 AND DITCH PA t/EMEN T SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY O O 0 0 0 0 0 0 0 0 O a a o a a 0 a 0 0 0 0 0 i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ADHERED TO. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT LOCKWING METER 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS 7HAN 10, THE ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE VALIDATION. SHOULD THE FINAL PLAT FOR 774IS PROJECT EXPIRE PRIOR TO SIGNING AND DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED BEING COVERED. RECORDA770N, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. METHOD OF CORRECTION. 36' MIN OUTLET - COPPERSETTER 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM Wl77-1 THE VIRGINIA 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD COMPAC77ON BEFORE BASE IS PLACED. PLACEMENT OF ROADBED BASE MATERIALS. NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 7HE MATERIAL T� ' 10. TRAFFIC CONTROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED MEETS REQUIRED GRADATION FOR TYPE I, ll, OR III PRIOR TO PLACING AGGREGATE BASE. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS THE SURFACE COURSE IS BEGINNING AT 774E COMPLETION OF THE INSTALLATION OF THE CG -12 DETECTABLE 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE AGGREGATE BASE. IN THE EVENT THAT 77-IE SURFACE COURSE IS APPLIED PRIOR TO 60 v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. DAYS, THE PUGMILL REQUIREMENT WILL APPLY. APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, 12. VDOT STANDARD CD -1 OR CD -2 CROSS - DRAINS UNDER TO BE INSTALLED UNDER THE 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON AS SOON AS POSSIBLE. SHOWN ON THE ROAD PROFILES. BEFORE SURFACE TREA TMENT IS APPLIED. 13. A VIDEO CAMERA INSPECTON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART 7HAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS 7HE VIDEO (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). OF THE FINAL INSPECTION. INSPECTON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA INSPECT70N PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. ALBEMARLE COUNTY NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WI THIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL GENERAL NOTES PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA77ON MAY BE LOCATED WITHIN TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING GENERAL WATER & THE STREETS RIGHT OF WAY. ELIGIBLE FOR STATE MAINTENANCE. .,.. ...... �.. �.. vw.,,. µ,. »_.�.....__.•......_H..M... SEWER CONDITIONS - -- ___...._ -_ ,___ i I I ._.__..__-- ______ ___-. ......w..., -...__ ........�.�._.. . .............».. �........ ....__.,.,,....,...... N--........-......_. 1. WORK SHALL BE SUBJECT TO VARIABLE WIDTH I PLACE 5' CALVArrIZei? ° L +irrtLS " uOST v'rrH CAPPED ENDS FAINTED BLUE IN REMOTE AREAS GC)Ui� FC?UN[)A`IIUN MATERIAL ROCKY EUUNUA(1C)N MATERIAL INSPECTION BY ALBEMARLE COUNTY MINIMUM 5 FEET c :r AS DiFECTED, ?.TARYFR LOCATION I, {AY BE FILIBJEC TO HIGHVaAY 0Fr'ARTMFNr API'ROvA'... , SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE 4" CONC. FINISHED GRADE RESPONSIBLE FOR NOTIFYING THE A I 24''%4IN I�rIrIAd- BACKFI 24 t "'" / / / / PROPER SERVICE AUTHORITY \ \ / \ \ / \ \ / \ \/\ `�� /,i /// ::.'' .. ' • a �. ,, '. e �' ` • ` ' \ \ / \\ \\ \\ \� '" x " .. s :, . MIN _ MR, fella �tiIN OFFICIALS AT THE START OF THE aG - b" BEDDING WORK. 2. THE LOCATION OF EXISTING UT7LlTIES ADJUSTABLI VALVE FOX Y/ LII) 4619 STONE ACROSS THE LINE OF THE PROPOSED BASE € STAPLE `"'t- K WORK ARE NOT NECESSARILY SHOWN CONCRETE SIDEWALK r " SCNAPE 1`HIE BrJTTC3+�I OF rHE 1RENC:H I EPJiCrWE ALL STONES PIPF REST Crl P., ;CY AND ON THE PLANS AND WHERE SHOWN, r TO ;NSURE THE DOESN'T ARE ONLY APPROX /MA TEL Y CORRECT. NO SCALE rllcN COk1F'ACT THE SOIL OR PROVIDE A 4° BEDDING OF a STC+NIE. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENE RAL WATER AND SEWER CONSTRUCTION TION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS Tl TTY " (1-800-552-7001). U L 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. Z ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL COMMERCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PRE VENTER. t FOUNDATION IN 11"OOR SOLI_ UNDER -CUT CONDITION - -- ri. , GATE VALVE '" ' - INITIAL $A. C.K ".FIT --- UNSi AEIE s ' SO L- #68 STONE E ti r _ � �c a �r= RANLJLAr FILL AS a - 1VAIfFR . LINIE APPROVED FY ACSA n-% r SCALE \ Y�PPZ� N , �\ UJ'D E V 9 150�6 ,,, ) / ? , 1_; -NN, 0 I \ I — - , I — .. ��\ ' r- 11 '/\\" , \4 by I PG 522 & DB 2678, ;- -�-'-,:- . :::: � 111, i/1 1-/ _J�`,� --�-- ---� -..:;--..., \\� ,N,-�-�--o �?,��-�;��-,��,� I ;g� � - - -.----- - 1. r, / / L \ --i,-....... .- - - , / / I \� ..--.-..- .. - ��-..�.�;�,'��,,�"e.'�""";��...,: J%!�t -777 - I ( q( _ I,- - t - - . - - �,,.�, , /I t -,, �- , - - , ...-,..;.-. , "" \� V - 149 ni? --4--':' /1 5018*17"W � . � - ) --- -7"1 ��7 - (�/-,::—:13- --� r44 �, STORMWATER MANAGEMENT NOTES: z. THE PROPOSED DEVELOPMENT SHALL UTILIZE THE 7.88 ac. OF PREVIOUSLY DEDICATED GREENWAY OPEN SPACE IMMEDIATELY OOVVN5LC}PEOF THE PROJECT FOR WATER QUALITY CREDIT. SEE DBo8o8.P6Soa&DB2678.PGS5-1FOR EVIDENCE OF GREENWAY DEDICATION. THIS AREA IS TO REMAIN UNDISTURBED AND WILL BE A BMP FEATURE. a. THE PROPOSED DEVELOPMENT |S LOCATED C}N/4a.oz ac. PARCEL AND PROP{}SE5z'66 ac. OF IMPERVIOUS AREAS. THE IMPACTS FROM THIS DEVELOPMENT WILL 8E OFFSET BY THE AFOREMENTIONED OPEN SPACE PRESERVATION. WITH THIS 7.88 ac. PRESERVATION, THE PROPOSED DEVELOPMENT REQUIRES A PHOSPHOROUS REMOVAL RATE OF 0.24 Ibs/yr. ]. THE o.z4|bs/vr MINIMUM PHOSPHOROUS REMOVAL REQUIREMENT |5 MITIGATED VIA THE PROPOSED CONVERSION <]F AN EXISTING SEDIMENT BASIN TO A PROPOSED LEVEL:L EXTENDED DETENTION BASIN. WITH THIS TRANSFORMATION, SUBAREA C TREATS THE EXISTING ROAD IMPROVEMENTS AS WELL. SUBAREA C HAS A WATERSHED AREA OF 9.90 ac. AND ITS EXTENDED DETENTION BASIN REMOVES 1.33|bgyr, EXCEEDING THE MINIMUM REQUIRED. 4. SUBAREA C SHALL RECEIVE WATER QUANTITY TREATMENT FROM THE PROPOSED LEVEL i EXTENDED DETENTION FACILITY. S. FINAL CALCULATIONS WILL BE PROVIDED WITH THE FINAL SITE PLAN & WPO PLAN FOR WATER QUALITY AND QUANTITY TREATMENT COMPLIANCE. G. SUBAREA C's DEVELOPMENT, |N ACCORDANCE WITH ALBEMARLE COUNTY ENG|NEER|NG's PRIOR DIRECTION |y4A MEETING HELD C}N JULY z3,a015, SHALL ADHERE TO THE CURRENT SVVK4 REGULATIONS FOR WATER QUALITY CREDIT. General Construction notes for S orniwater-Manaaement Plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by o geotochn|co| engineer. A geotnchnind engineer is to he present during construction of dams. 2. Pipe and riser joints are to be watertight within otormeotnr Management fooUit/oa. 3. For temporary sediment traps or basins which are to be converted to permanent atnnn*oter management facilities; conversion is not to take place until the site is atob||ioed, and permission has been obtained from the County erosion control inspector. . - _r , — -- / - — "'k '-� '-- -�� ,— -;-/— �7 /— D \11,\ - -T I , -- , \ �*t -- -Fovil , - ,� - --- - - -\\1 / : --- --- - - -- ----=:i--- .3 - F I'M -- -�-- -- , -- Fj Z ,% I .. ' �r ___w EY J -E1JtTt3- I I � I- I , , J,_-_-F , r . t . �% AP032. 00-1!�q 000 ! \\\ ,,,, - -- , I I Y5-- I , \ - , , � -- I -� / -) - �. 111, IM PAP� ) \N\\ ,-' r -- J 15,,.,,;; 1 77�- -, � `Z' :�-� 'i -J i 7` — — ------ — -- / - 1� ,\\\,�, \ I F 1-ff F , - -- -- — - / I Z��- - � 4--- — , L - = -Ml- 44 ,--- _ 11 J:� T r P A R--T. 0 TH - t , --", , _0 I ti I (-,> . I I -V/1 � -, / I -- -I- ., - I : " - Il'. . I- h, q_-,_1 - I If -- P7 — - — — — ] I ---','- I 11 - I- /// ,- / -: --::�-�-,-, -- -- I/*- I , i L ;kl �� ']�� I f , I / / / / % I , , � I , \ \\ � -, / / t I j � � � I -- - -- — — — i \/ .-- -' �� -'- --11 \ 1 � , I 1. 'k,z�:--l� 4 -�-�-< ---�-, t -- - - -- -- , - 1�— -I- / / "I, 1-- 0 � Subarea C Post-Development Impervious Areas - Il- -�--, :Z�Z--�-�:\ P - ", — . \ - ,/) NOT-PARt F 6 \ � . -y -- I , - 2 ---/ \ , Z-11, ,/� "� Z/� / I -:;'It�-�-K,-'/A ED SW6' :, - --1 4� ��,� M7 T M -- - .1.1.1, � , - - 1P ER . /i -\\\ JA �-� _= -!W1 - - - - - , -- , -- - - - - - , 7 -� 11 - I -/ - - -- - :- �-:- - - �-k ,0- I I 0 � , , !� r - , - IN , 4 --.- I / \ �� - I , - -�Ljj, � —A.,-2 L.,11--- "I I — "— -- — — I \V �� ,�;-,,] -mu-,� -� - ---�, ,,, -; -- -, z-, ; '. ," - - -.- - -W- - - 1'� - - ,,�.,. 77:� -10 4<�---- :� \\- -1 --1 I ,\ -�:- --- 4zt �/, - / / � 73, r-T / , `` `` ^,' ' \ '' �` _-_" ~` \ ~ \� - \- - --- _/,�,X- /'1//v-- - - - -- --,-.--- --,-, ,-. - - e -- I . -, 1-4 :'7it ,�'! I" ffii -1 / \ /, I : t '� I'll i �., - -, 7-177�—TF'-. a,T--.--,-�-,11—��- 71-14 -�L I — I , ---- - ---I . �/,///,,P, -- -,, " ,--, �- :7=--,,\-, - � -1 \\� III - --- - - -- t :a ,,�- !� . - I -,:_1 --- �:5-1,�,- � - - -t- - I - --) `,��--.// / ' `� /�8-\ /r�_ � /� \// � / `� "I // � //- ~- N , V/ ---1 / J - ,:�-�� 1- - - - - - - , ,,-- - -- -j,.� ��% i I , , I #ATER OU�NTITY FOP SUBAREA C WILL BE HAI�DLED BY COINVERTING/ ..�.'".,�� .::,,..,: " ,::� .. 11 / " / '" -- -- i \ / \ -- i ,NT BASIN INTO A PROPOSPID EXTENDED DE .� �. . . I I- ,/ , � / tREATMENTTRAIM HAT WILL BE APPLIED TOWARDS THE FUTURE A-M41 Aft" � �- - -- - -*--- i - - � - / ., 1 / I / � \ I e� I 'L --.- NOTE: ".. , I I I — -- -,--;;;* ,`- PROPOSED EXTENDED DETENTION BASIN SHALL `7, .-,-,� �/�11-7 ) . — — =:-----:, . 4�" � / — Ap 'N . (!Ur- No. 35791 l� ~°2 arph %91 M UJ =) o m 0 ~ ~ �& �� WB 0� LU C9 | | Lr) �� —, L9 I Z 4 --J CL rn I F- Ix CN V) W CN < , -,!!� F- W, Z I-4 Nl- 0-� �- - 0 F1'--Iq 0 < - Z�4 0� Q� 7 � WU ;017 3: " V1 1-4 0-4 3: S 0 4 1 J F-I 4 ( Li 0 ri .