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SDP201500063 Plan - Submittal (First) Initial Site Plan 2015-12-21
HOLLYMEAD TOWN C BLOCKS _ : ' s GENERAL NOTES: OWNER PER ALBEMARLE COUNTY RECORDS: ROUTE 29, L.L.C. P.O. BOX 5548 CHARLOTTESVILLE, VA 22905 DEVELOPER: CATHCART GROUP 200 RESERVE BLVD, 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. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED IN ZONE'X' AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003C0140D, 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 AIND 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 REQUIREMENTS 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 REGULA77ONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL. I "4k i 41M �# i RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA of i T M 1 ...... ' LOCIiW00D DRIVE _ I NAO 83 BENCHMARK __M0P0SED_68LPUBMC_�� -� T TOP OF BOX zusym 6E' FuNdu Jvw - 556.63' PFAW M f0' Dzm , ± MEETIN STREET VARIABLE WMTH PUBLIC R T �2M _ i 1' r t:T ti E Kim "3 �5 I . i ! mas ma PONNIFF see e:a f —� _ — — — —_j 4 Iv — .'—. — _ — —. _.._. —_— .. - - - -- _ - _ ._. .._ .. _... _ _ .. _ — ____ ___ I. M® BR BR I d I I d lIf 3 UNIT 3 UAIT 3 URIT TH I TH I TH BR 3 BR T m f ^ 1 ON 4 p BR • ,.m0.o�a.11ssx��11 ©��� roll KW 4 h _ h ^ r — G,S GAS --. GAS- --.._ -GA ........ • e. ...,.. -..� _.:ems �V�T ( 7 _ ..::.. _ S RAIL DUILDI!lR; D i 1 -STORY iiiiii III n l I � d zn �x. I 1FFn' - 559.00 1{ I'j SFmrtink%,td, 1'UF; <'C i ,-- ,r x ✓r �.. �����j� BLX CZ Type 'Ic prinkWed , v .. 771177177 T �q FM �T���r�T7��r PROJECT 01f E RVI EW SCALE: 1 "' = 80' LEGEND Sheet Title 1 COVER SHEET EXISTING CULVERT RESIDE TIAL UNITS CUL VERT LAYOUT PLAN MARKET RATE UNITS GRADING & UTILITY PLAN 0 AFFORDABLE UNITS STORMWATER MANAGEMENT PLAN �ii"�- -`GASH �....-�� � BENCH MARK %15�----- :iqS•� .. `. � �.i� ���, Nye{ R �...�@..� ' TOTAL CLEARING LIMITS CURB & GUTTER �i i PROPOSED PAVEMENT NUMBER OF UNITS (g i� I I i y ,d,.. ' I ` I I I BENCHMARK AVC 0,3 c 1 s�r ..r BO,E07 * p' WT NON - RESIDENTIAL AREA (SQ. FT.) RETAIL AREA (SQ. FT.) S. F. DETACHED UNITS TOP OF BOX _4 4.21' FFR _ `55.3 Tya 2B CONDO / APARTMENT UNITS TOTAL UNITS GROSS RESIDENTIAL DENSITY (DU /AC) I % TOTAL UNITS FOR SALE FOR RENT APARTMENTS ACCESSORY BANKED UNITS PREVIOUSLY BANKED UNITS IUSED C3 /C4 2.02 Residential �. --� 1 0 1 0 ti E Kim "3 �5 I . i ! mas ma PONNIFF see e:a f —� _ — — — —_j 4 Iv — .'—. — _ — —. _.._. —_— .. - - - -- _ - _ ._. .._ .. _... _ _ .. _ — ____ ___ I. M® BR BR I d I I d lIf 3 UNIT 3 UAIT 3 URIT TH I TH I TH BR 3 BR T m f ^ 1 ON 4 p BR • ,.m0.o�a.11ssx��11 ©��� roll KW 4 h _ h ^ r — G,S GAS --. GAS- --.._ -GA ........ • e. ...,.. -..� _.:ems �V�T ( 7 _ ..::.. _ S RAIL DUILDI!lR; D i 1 -STORY iiiiii III n l I � d zn �x. I 1FFn' - 559.00 1{ I'j SFmrtink%,td, 1'UF; <'C i ,-- ,r x ✓r �.. �����j� BLX CZ Type 'Ic prinkWed , v .. 771177177 T �q FM �T���r�T7��r PROJECT 01f E RVI EW SCALE: 1 "' = 80' VICINITY MAP SCALE: 1" = 2000' LEGEND Sheet Title 1 COVER SHEET EXISTING CULVERT RESIDE TIAL UNITS CUL VERT LAYOUT PLAN MARKET RATE UNITS GRADING & UTILITY PLAN 0 AFFORDABLE UNITS STORMWATER MANAGEMENT PLAN N J BENCH MARK CURB � TOTAL CLEARING LIMITS CURB & GUTTER PROPOSED PAVEMENT 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 / APARTMENT 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 IUSED C3 /C4 2.02 Residential 0 1 0 1 0 1 0 18 5 1, 75 1 37.1 1 60 80% 1 0 1 15 0 1 15 1 20% 1 0 0 Total 2.02 U 0 - 0 0 0 0 18 57 75 1 _j 1 60 1 1 0 15 0 1 15 1 20% 0 0 % OF TOTAL AFFORDABLE UNITS 0% 100% 0% NET BANKED 0 W U NITS AVAILABLE VICINITY MAP SCALE: 1" = 2000' Sheet List Table LEGEND Sheet Title 1 COVER SHEET EXISTING CULVERT EARTH DITCH EXISTING CONDITIONS CUL VERT LAYOUT PLAN DRIVEWAY CULVERT GRADING & UTILITY PLAN 0 DROP INLET & STRUCTURE NO. 7 STORMWATER MANAGEMENT PLAN N J BENCH MARK CURB � CLEARING LIMITS CURB & GUTTER PROPOSED PAVEMENT VDOT STANDARD STOP SIGN ^ '~ V EC -3A DITCH — — — 200— — — EXISTING CONTOUR 6° DEPTH OF EC -3A DITCH 200— PROPOSED CONTOUR EC -2 DITCH 240.55 PROPOSED SPOT ELEVATION .� F--y TBC DENOTES TOP /BACK CURB g" DEPTH OF EC -2 DITCH T/B DENOTES TOP OF BOX STORM SEWER L SANITARY SEWER —w w WATERLINE Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 PROFFERS 3 EXISTING CONDITIONS 4 LAYOUT PLAN 5 GRADING & UTILITY PLAN 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 p!p SCOTT R. COLLINSZ U No. 35791 IkAi saS EGl�w� ZONAL � z O a U V) co ® Z _j Z _j O Q � Z W ~' VA 19 Ln N N .4 m Lq� m z N J m � W N ^ '~ V N J Q N F--y L U w � U Uj L9 0 _j V) p� W W > x F— 0 U U. W U U1-w z 0 � ddd w 0 Q /w h+y W J w J 0 F+1 r� V 1 N 0 Uj a � JOB NO. 152114 s SCALE NSA SHEET NO. 1 'M� COUNTY Of ALIREMARIX Department of Community Development 401 NIcintire Road, North Wing Phone (434) 2'96-'5&12 C.harlatteiii1le, Virginta 229024596 Fat C414) 972-4126 (1rigins] Proffr.r. Amended rrofflet. PROFFF.R FORM Date: November 4, 2010 ZMA n: ZN4A 7010-006, 1 Iollyrread'I'own Center Area A-'� Aff_6!J&bIr, 1-fouxil"L. The Owner shall provide affordable bousing equal to twenty pment (201%) of the total residential uniti constructod on the pro. pedy. in the form of for-sale condominiums and townhouses, and for�rent condominiums, townbouses, apartntrrits and accessory units. At least 4(r,,'@ of the affordable units will be in the rom 0, f for 'Ole condominiums and townhottv4s. F�achsubdivision plat and site plan for land within the Property shall designate the lots or units, as applicable, that will, subject to the terms and conditions of dwelling unit qualif�ing under these pmrameters counts as one (1) affordable unit. B. For-Rent Affordable Units. (1). Renta) _Rgtes. ne initial net tent for each for-tent affordable unit shall not exceed the then-current and applicable maximum net rrnt rate as published by the County Housing Office. In each sub".uent calendar year, the monthly net rent for each flor-rent 13. Town Center Drivv (Previously Acccs,4 Road A) f"im, the FAstent edgr of the by 01C.= proll;!YS, The armud Adilottrient; Shall bc M#& by mulliplyi;n't tk- V. reffemd c*�sh NMap Parcel Numbers: K"45 and 12-50 this proffer, incorporate afror&ble units as described bercin, aml the agg',"regate number of affordable unit may be increased up to three percent (31%o). For purposes of this proffer November 19, 2010 44.5 Acre,*., to tx: rc-7oncd from RA to NMI) such lots or units designated tot affordable unit4 within cach subdivision plat and site plan , sUternent, the term "riet rent" means that the rent does not includer tenant-paid utilities. The requimment that the rents for such for-rent affordable units may not exceed the maximum Indc% as of becrivitvir I in the calendar yt3r moo rccently tnded, avid 1hedcn0miaA!or Of, shal I constitute a mini'mumof twenty percent (12(rl�) of the lots in "ch su lidivision plat or site plan. rents established in this Profrer I B shall apply for a penod of ten (10) years following the Scott Collins, Collins Engineering In conjunction with the Application Plan entitled -ZMA Application Plan for NMI) Portion o's date the certificate of occupancy is issued by the County for each for-rent affbrdable unit, or 200 Garrett Street Suite K Charlottesville, Va 22901 Hollyminad Towm Center A-2, dated March 13, 20K revised August 31, 2007 (the -Application "Amendment The Owner may "carry-nverl or 'bank' cre&its for aff4dable units in the event an until the units am sold as low or moderate cost units qualifying as such under either the I Plan" and the Amendment to the Application Plan entitled, to the - "Amended I i ndividual subdivision plat or site plan designat" affordible units. that in tlw aggregate exceed ginia Housing Development Authority, Farmem H Virr ome Administration, or Housing and RE: ZMA201000006 Hollymead Town Center Area A2 Otneml Development Plan for ZMA 2007-001 dated November 1, 2010 (the 'Town the twenty percent (2(r%) minimum for such subdivimon plat or site plan, and such 'additional Urban Development., Section 8, whichever comes fast (the *Affordable Term'). TMP 03200-0-00-04500, 03200-00-00-05000, and 03200.00-0"5600 Application Plan for Blocks BI. B2 and B4-) aid flollymead Center Area A-2 7MA 20104*6 Revoning Application and the, reviwd Code of Development alipt-oved in affordable units may be allocated toward die twenty perCvnt (201%) minimumon any futurr (2). Convevgrncg�l deeds convvying any interrst in the fbir-rent "Gx0may A" dodiclIka to An*rnade c1nunty., UrA ", iftcla& a ttlip a IJWA thif Mtn% conji,inction with ZMA 2010-006. subdivision plat or site plan, provided however, that the maximum number of affordable univs affordable units during the Affordable Term shall contain language ireciting that such unit is Dear Mr. Collins: that may be carried over or banked shall not exceed twenty percent (20%) or the total units on subject to the terms of this Proffer 7- In addition, all contracts pertaining to a con veyart cc of Sect to 04 limItzlilms oft! The ica XuV - tv Property hourdwy. wd aiva will of o ifteludt all flmd rAvinaw-s AJ0A01?QwttI Cm. k v*JtM thelPtoperty, bowuEdy.11c, O%V�er i6ll ownplete any subdivision plat or site plam The 0%,rcr shall convey the responsibility of initially , any for-rent affordable unit, or any part thereof, during the AffordableTcrm shall contain a The Board of Supervisors approved your rezoning application on November 10, 2010, Your rezoning Tax Map Parcel Numbets- 32-45 and .12-50, comprising 44.5 acres and also identified as constructing the affardable units to the subsequent owners of lots within tho Property. With the, complete and full disclosure of the restrictions and controls established, by this 'Proffer ID. At from R-1 5 to Neighborhood Model District was approved In accordance with the attached proffets dated November 4, 2011. An application plantplan of development dated November 1, 2011 was approved as flotlymcadfbwn Center Area A-2. am subject to mmotting, application ZMA 7010-006 and to "Property"). written approval of the County`s Subdivision Agent, the Owner or its succc,,.mrs may revise which lot-% and unit-types am designated on thesubdivision plat orsite plan that Vill contain least thirty (30) days prior to the conveyance of any interm (other than for the securing of a part of the rezoning. Please refer to these documents for any future applications and requests on this this Profl`er Statement (the The Property is, descnhed with more particularity on al[Tordabk� units as pnwided muler this profrer, prtwi s ) id(A that the number of the loft, V�, mortgage or deed of trw) in tiny for-rent: atTordable unit during the Affordabla Term, the then- property- the Application Plan, which applies to all portions of the Prolvrty except for Blocks B, I, B2 'be vegetation may pranteA by the frograin Authority' due 'to special current owner shall notify the County in *ATiting of the conveyance and provide the name, elmd to ovivey the on"Way to tiv c,#my, and B4, and the Amended Application Plan for Block-,s Bl. 132 and fl-4. "rhe Application Plan desigmited shall not be reduced, The actual owtwr at the pn1%*w.d time or cormtruction shall address and telephone number of the potential, grantee, and state that the requirements of this Please be advised that otthough the Albemarle County Board of Supervisors took action on the and thc Amended Application Plan for MocL,% B 1. 82 and 1`34 are ottached berelo as FAbibits offer units affordable to houselitil(N vith incrit'ne-s less than rig ty , t (901%,) , t e a It percen 0 r 11 tea Proffer 1B(2) have been satisfied- project noted above, no uses on the property as approved above may lawfully begin until all A and B. respectively, median income such INA housing costs consisting of principal,interest, r=1 estate Laxes "And identified on the Application Plan and retained in the County files. n.c locations shall be applicable approvals havo been rece4ved and conditions have been met. This includes: homeownem insurance (IIM) (to not exceed thirty percent (301plo) of the giross household (3). c atei 'fordable T , fW_K__, During the Af erm within thirty (3Q) qo compliance with applicable PROFFERS; 'llic Owner of the Prolic"y is, Route 29 LLC� a Virginia limited liability company (the income- days of each irental or leme term for each for-rent affordable unit, the then-current ownershall compliance with requirements of the CODE OF DEVELOPMENT A. For-Sale Aftordable Unit!. Affordable units shAl be afTotdable to households, provide to the AJbemwie County Housing Ofr 'ice a copy of the rental or lease agreement for each such unit mnted that shows the rental rate for such unit and the term of the rental or lease coMliance wlth conditions of a SPECIAL USE PERMIT; and approval of a ZONING COMPLIANCE CLEARANCE- The Owner hereby voluntarily proffm- that ir the Allvmarle County Board of Sup, ervisors A&ith incomes less than eighty pereem (80619) of the aTea mcdian 6mily, income (the �AfTbrdable agmentent. In addition, during the Affordable Term., the tben-current owner shall provide to %ithin the Prorvity.71it ia"ivii&m plat or Ae ptin "I include a rote %uting that tlx acts to, rezone the Property to Neig �hborhood Model District (NIMD) as requested, the Owner Unit Qualifying Income"), such that the Imm4rig co,.vts consisting of princip;d, the County, if requested, any mports� copies of rental or least agreemitnts, or odw data Pmkct Park k mvemcd finx furum AWICZion to 0-4 Cmvty of Albemarle *04, ormtri ox- shall develop (be Property in accord with the 1161lowing proffers pun mant to Sectitm 15.2- interc,.,,-� real estate taxes, and homeowner's im,.wrance (PITI) do not exceed thirty percent pertaining to rental rates as the County may reasonably require. rNuestor th'-. County. the owittl ShAll dediforl in rce 10impte thc POCW rArk to the Courty. 2303 of the (*odc of Virginia, 1950, as amended, and purotant to Section 33.3 of' the (30%) of the AfTordable Unit Qualif�ing Incomc, provided, however, that in no, event Shall 4. Cash PretTer. 11eginning with the, 15 Ist Mark et Rate unit, the Owner shall contribute if you have questions or comments regarding the above-noted action, please do not hesitate to contact Allicit-tarle County Zoning Ordinance. 17hese conditions arc volunurily profTcred as part of the sclling price of such affordable units be required to bc Ics.s than the greatcr of One I lundrcd 1 R"d1_1mgrp1mmenL%, Wthin one (1) year nf4-rapprovol of ZMA 2007-001, the Ron Higgins at 296-5832. the requesled rezonimr. and tht ownOT AC�_n()Wled�_,cs that, thC conditions are rtallsOnabIC. Ninety Thousand Four Hundred Dollar,, ($190,400) or sixty-fit-w percent (65%) of the following street-, shall be completed: 7, arsyeliw� C_"trr U'ron the roqu"t or tbc Cvant��, 11he gr-Otht-r Commoatty ERdlity. "These proMrs super%tde the pmfTcrs noc-epted in carijunction, with ZMA 2007-001. If applicable Virvinia I lou%ing Development Authority (VIII)A) maximum mortgage for first- The �.ish contributitim AWI tw--. $12,400 inwit ror each Sincer0y, trzoning application ZINIA 2010-W,5 is denied, these pmfTers shall immediately fx! null and time home buyers at the beginning of the 9(1-day identiflication and qualification period A- Meeting Street from tho intersection or Towm Comer Drive to the nodhem dcsle;Tec as a R<Cychn'q ceriter. or *d.w tommmky fivility i&ntified ;n Me elp, to be Iticared o void and of no further force and effect, and (he protTors accepted in conjunction with ZMA referenced below. 77he Owner or its, successors in intervil may at its option provide down boundary of Area A. Meeft Street will have two northbound and two southbound in an arci www aMmiHzic for such me is agreed by the C*unty wid the Owiner. If the I -and fol 2007-001. as well a% the Application F'Ian anti Ilit Code tif Development aprmved in payment as%isfance or soft, seconds (silent second morigages.) to reduce the costs to the travel lanes, one tiorthbound and onesoutlibmind bicycle lane. Initiallyone tanc in each V. Wayne Cilimberg conjiinction with ZMA 2007-(X)I, ,hall continue to apply to liollymead Town ("enter Area homeliuyer, sii that the res-ultant first mortgaet- and housing cost.,,tremnin at. or below, the direction may be utilizex! as on-stmet, ptaking Director of Planning A-1 parameters described aNwe. Ali financial programs or itistmments described above must, K- law. accept, able to the primary mortgage lender. Any soft second (silent second mortgage) A. Recn-atkmal Facilk", The Owner At,411 contiribdie S501-00 cash pt!f tviideotial unit, executed as pan of the Affordable housing pniffer shall be donated to the County f Beginning January 1, 2008. the amount ofcach ca-4t contribution required hereinshall to be pzid at the tifnrofizvw=ofv3cb buildiagpennit "vA the timing of the ",monl is Albemarle (the "County") or im designee to be used to address afTordalile housing- Each he adjusted annually until paid, to reflect any increase or decrrasoe for the preceding calendar Cc: United Land Corporation Prior to building pemits that,%vuld authorive up to 200.M) squarr reet orcommerciavotrice, -t Multiplier, Re-gional City Average. Sot-ttherist Average, year in the Contrarative Cas 2315 Seminole Lane #200 building permits shall have been issuN] for at least 1 (.)0 residential univ, (touil)_ prior to building Catq,,oq C: Masonry Bearing Wall-% issued by Marshall Valuation Service (allcla Marshill Charlottesville VA 22901 permits that would authorize more than.100JMO sq ft oforrimctrialloffice. building parmits and Swift) (the "Index") or the most applicable, Marshall & Swift index detennin ed by the shal I have been i-mued for at least 6(X) m-siticntin't tin its. 3 X �x::::�� Nix: i i :Ix IN 1 I ik �VTH 0 WSSCOTT R. COLLINSZ Z 0 U V) UJ 0 UJ 13� No. 35791 M co D V) IONAL �%v rn (01*� J . V1 =J U U0 0 C�_A V, X -4 OR UJ V) NI- U U 0 _J co Ce UJ F_ Z LLJ U Z 3: 0 0 LLJ V) 0� UJ UL U. 0 U LLJ 1 U.] 0 UJ CL V) JOB NO. 152114 SCALE NIA SHEET NO 2 9, Criticsil Slopts, Fro%iott 2nd -1,3ediment Control and St(yrrowater Mirnalement. 13. Town Center Drivv (Previously Acccs,4 Road A) f"im, the FAstent edgr of the by 01C.= proll;!YS, The armud Adilottrient; Shall bc M#& by mulliplyi;n't tk- V. reffemd c*�sh A. Critiehlr'Sl .,The Ov�nershj tot any, roads opcs apply tot cnacil slope waivers NMI) 7.oning boundary at the intersedion of Meeting Strect to its intm.ection -with eontribution aft-^Ynl for the F4voWjrV ye& t�y a rove6em the omaww of w" $Itt1I t,* the located itic6ticaI slop" govemcd by § 194.2 etseq'. of the Athemarle County State Route 06. also known as Dicket-w.m Road, This section of Town Center Drive Indc% as of becrivitvir I in the calendar yt3r moo rccently tnded, avid 1hedcn0miaA!or Of, Code. --hall be constructed to accommodate two tmviJ larics, with a miss _wction approved b% s wilith "I bw tht Index *a of Decem1w I in The Yell` fIrmdIng thc eMcadsr �var mtw, the county and VDOT in a mininitiva 60-foot, wide right-of-way. rectritly c2ded. ror c�ctt casij� conuibotion 0�9 h, Wng Paid in increnwhts, the 0_-Ipsid increrit"vif pAymmits fhel tv.- cw XVP0"din;jy 3djuAed twit )Cv. 8. Erosion and Sediment Control. The Owner shall, to the m, &x m urn cxt cm I . - I practicable as, determined bv� the C oun:t?s Program Aui I to �ty,,providc additional For purpo5c,,, of this Pmflcr 7, construction or cach -,arccl, shall be deemed complew Igmt - 1tv e "%-AV erosion and sediment con�rol,�:� to ochieve 4 sedin ' ient removal.,rate of- eighty when it is rewly to be recommended by the Albemarle (�ounty Floard of Supervisors. for to Altvmwlt Comly fiW publictise. 11M dedkztion ij� idenzifittl oft dw Application Ptan -01 percent (800/0) for the Pr�ttcrly. (&,i.' it reference . C=ent regulatory structural acceptance into the state-maintained syotm, and the O%Tter has obtained frorn the -County "Gx0may A" dodiclIka to An*rnade c1nunty., UrA ", iftcla& a ttlip a IJWA thif Mtn% measures a chievc a 601�. optirwil o I' rate.) Ftigincer a written determination that the street is mirt: and convenient for traffic. Ibmig P~11 crrkerk with a invinim"M Uidth of 51) rmton the caalivdc Of Powelt ClreC)L 11w road improvement-; listed licrcinshall bc con-onwied in accordance with the NN40 Sect to 04 limItzlilms oft! The ica XuV - tv Property hourdwy. wd aiva will of o ifteludt all flmd rAvinaw-s AJ0A01?QwttI Cm. k v*JtM thelPtoperty, bowuEdy.11c, O%V�er i6ll ownplete C. Revegetation. Within nine (�9) montlis &CT (lie start of grading under any erosion and scdimerit control permanent vegctation shallbe installed on C'ode (if Development as approved w% Im rt of ZMA 2o I 04i(Yi (which witti re_%Tvct to the, road Thc IffirmwNTIOMI showa,06 the Applitation Plan wid shAt dedicate the Powell Ctrek 'GttcnW3Y 16 the CtiantY 11I 0it time at the firft %iter1%no1=*xFivb*M After it all the 4cn6ded 0:reas, except rot areas r�in Authon rminc the Pfo� ity dete , �* m , arc 11 1 improvements arc the same as thomt contained in the Code of IDc-,;cIt,,)pmcnt approved in is dodicawd to public aw, Ow Creerwwy ArrAshall cemt;nw to 1�-. inclvidtd in t1w tMAI A= trj,y . othawise permancin , . itabilizcd or arc under: constru An ammved - ctioor�wi&: conjunction with ZMA 2007-0011)� and,.Vith road plans subrnitted by the and appixived Or 1"M11 slw.t 406 "Wiftitle!% within IN,* Pmperry, If Itic 0treaway is riol dodit*tcd try building permit. A three (3) n ontb� extension 'rot the tms�dlation of permanent by the Virginia Department of Trins1wirlation ("VD01 51#bdivkim V110, the OMIAT %Ntll ti�c wpomVc for ifir Avot of # s*rvey and ptirpoving the 'be vegetation may pranteA by the frograin Authority' due 'to special elmd to ovivey the on"Way to tiv c,#my, circumstances including butrot limited to v��er con I ditio: n� s. 3. Public Tr2nsit S t conktructio . The Owner shall construct t%v� public transit stops within 14ollyme2A Town Center Area A-2. 'Tlv location or the public transit stops shall be 6. r0tkVt PX!L- if* C0nJUrXfifM with the svhdivioon Oat or ink plin tk:d irclutiv.: the btlAt de%cfJlX-1 in thi--P(OfTef 6, the, Ok%", *qamidl an nVoriximaIrly 4,,�sw sqlntrc, D. Storm%-4ter- The Owner shall, to the maximum extent practicable as determined identified on the Application Plan and retained in the County files. n.c locations shall be fewA 150cktt Vwk (it* *P%X40M PAW) Imted on lk vo&xm tdge of`81*ek, of tiontirp, Tovn by the County's Progmin Authority, provide additional stormwater Management -t approval bf thc first subdivision plat or site plan approved by the Director of Planning prior t( Center Drive as!10.1"n tm the AmcntitA App6cation I'l3n for Block% 01. 132 wW 114. titi & Hill to achieve a removal rate 20% better thin would othetwisc be- required by the I for Hollymcad Town Center Area A-2.. Comitniction or the public transit stop% Aiall occur in ifteltI& all such inipw%VWXrA,*, IWM-1WViA3 ar'sd 61her tcstwvs i&*Xed in ific Code sor Water Protection Ord, inrmcc (Albemarle County (.7,ode § 17-1 (K) ct "-) up to a conjunction with improvernents riorthe subdivision plat orsiteplan or the public street plans t)6_-whnm*nL lbe Pmkrt I�wk stut tv ircluded io 11v toW wm atopeo "-c and ainertitivit maxitnum ofan eighty perectil (801%ol temoval rate for each phase, which include the area for ft transit stops. ')'be design of each publ'c trwwsit stop shall be %ithin the Prorvity.71it ia"ivii&m plat or Ae ptin "I include a rote %uting that tlx subject to approval by VDOT and the (�ounty Enginect. and shall include no less than 200 Pmkct Park k mvemcd finx furum AWICZion to 0-4 Cmvty of Albemarle *04, ormtri ox- 10- IYFDJ�tantlards for t�om mod Shell 0tvt1opment. The Owncr shall cauw., the squarc.roet of paved =face and two benchm, rNuestor th'-. County. the owittl ShAll dediforl in rce 10impte thc POCW rArk to the Courty. cottimercul i I and mixed-use buildings in the Project to be, designed and constructed to mect 4. Cash PretTer. 11eginning with the, 15 Ist Mark et Rate unit, the Owner shall contribute 1( dvc Pocket Pwk is a6t "moted by S&divi4iwi rml. ft, Owfw Owl t*Y the omm of %xvveying the Pocket P�V*. prerAving me (n nwr r&?"s fix-oof and pittia-mg cnd mvaAflng minimum stand:u4i fi)i certification (twority-threc (23) credit points) tmdm 11.*ED Orevit Building Rating System for Core and Shell Development as set rorth in the U.1.5. Cirern cash tin a per dwelling unit basis for the purposes of runding Berk-mar Drive VIXtendtod, o ther onc or onore devd- of dedicaflon. Building Rating Synem, Version 2.0, July 2006. Prior to the issuance of a building, permit County infrastructure, transpomfionpublic "rety. school, part's and library impri-svirmcni.s. 7, arsyeliw� C_"trr U'ron the roqu"t or tbc Cvant��, 11he gr-Otht-r Commoatty ERdlity. the Owner shall siibmit a certification frorTt die IXTD ccrtirfied architcct to the Director of The �.ish contributitim AWI tw--. $12,400 inwit ror each 0*utr stall dedicate in 1�t simWa two (2) cwre pwvel oflanJ for by the Cmilty or it.1 Community Development dist (be building plait meet, 11TV starid;iidi, Eklore thc f.)AN-ner dwelling unit, other th, dwelling �unit (*Market Rate and $11 �1)00 cash . an an afrord-4h1c dcsle;Tec as a R<Cychn'q ceriter. or *d.w tommmky fivility i&ntified ;n Me elp, to be Iticared o requests that a certificate ofoccupancy for any building for which a licentsed architect rctidered for cach multifamily/apartmcrit dwc,14"P, unit other than an afrord-able dwelling unit ("Market in an arci www aMmiHzic for such me is agreed by the C*unty wid the Owiner. If the I -and fol such a cedificate. the Owner shall submit to the County's Dimclor of Comnitinity Raw Unit"). Such cash contribution %hall be paid at the lime or the ist-twince of the building the Recycling (xinter m Coinmunity Facility i%,not dedicated by subdivi-tion Plat, the oik-ier Development a writtcrimatement front the architect that thebuilding was bruilt to the plans on or cach new unit, the timing of the payment is othcTwi,�< specified by mate permit f 4ht twid, preMiire cwte m YrArc ptais theretifaM 7trwirig und trewdi"p, one *r, tnmv derds of #e&CStiO4 which the certificate was based. law. A. Recn-atkmal Facilk", The Owner At,411 contiribdie S501-00 cash pt!f tviideotial unit, 11. Phasing Plan. Prior to building permits that would autharize up to 75,000 square Ileet of Beginning January 1, 2008. the amount ofcach ca-4t contribution required hereinshall to be pzid at the tifnrofizvw=ofv3cb buildiagpennit "vA the timing of the ",monl is commercial/offlict% building permits, shall have been issucdforut least 30 res-3dentialuni Ks. he adjusted annually until paid, to reflect any increase or decrrasoe for the preceding calendar othcrvii-4t xrvvirlrd by sutc law, for the pVrTvM_- or rwidin. the cXpartiam W M" Prior to building pemits that,%vuld authorive up to 200.M) squarr reet orcommerciavotrice, -t Multiplier, Re-gional City Average. Sot-ttherist Average, year in the Contrarative Cas dk-vev1wo4mt of rogitioti otttdov reov-viotud foaittitim -a- detcrrni ned by the Cottinty P:akn building permits shall have been issuN] for at least 1 (.)0 residential univ, (touil)_ prior to building Catq,,oq C: Masonry Bearing Wall-% issued by Marshall Valuation Service (allcla Marshill arKI Rocication Dczrorta-,,cat permits that would authorize more than.100JMO sq ft oforrimctrialloffice. building parmits and Swift) (the "Index") or the most applicable, Marshall & Swift index detennin ed by the shal I have been i-mued for at least 6(X) m-siticntin't tin its. County if Marshall & Swift cmse publication orthe Index identified herein. In no event ,;hall any cash contribution amount be adjusted to asum Icss than the amount. initially establish eel 4 A I ik �VTH 0 WSSCOTT R. COLLINSZ Z 0 U V) UJ 0 UJ 13� No. 35791 M co D V) IONAL �%v rn (01*� J . V1 =J U U0 0 C�_A V, X -4 OR UJ V) NI- U U 0 _J co Ce UJ F_ Z LLJ U Z 3: 0 0 LLJ V) 0� UJ UL U. 0 U LLJ 1 U.] 0 UJ CL V) JOB NO. 152114 SCALE NIA SHEET NO 2 _ _ 1 - - / ,j �,_._ 1111 - r \ \\. -t � '��/ �� _ _ =- - /f / , TAX MAP NUMBER ADJOINING OWNER INFORMATION DEED BOOK PAGE Z fN E E F ADJOINING OWNER INFORMATION 11 _ - / / ON G /US iD NTI 1CATION TAX MAP NUMBER DEED BOOK PAGE ZONING USE IDENTIFICATION -\ \ //J _ } y\ F ej m.. / / lO N ti-�- r l � tit; A - �/ , % i� --_. �%/ / WINKLER, MATTHEW P TH - . - � : , A'. / - / �� ,! ;x;03280 -00 -00 -03900 4572/046 Neighborhood Model District A 032BO -00 -00 -01600 JONES, CHARLES D JR OR LI DSAY ELIZABETH WRIGHT 3489 572 Neighborhood Model District X �� 11 11 -- 111_ -- . A \� / �_._ __ - -- y //,/ o--- -- __ / g \ \ % 6/ 1 �' /% / "' ''� %' - 03260 -DO -00 -03800 GARRET? DANIEL M OR CALIE M 3802/630 Neighborhood Model District g 03260 -00 -00 -01500 LIAO XIN �� - �I. - _ - "/' . ) , � /,/ -_ �-,, - g _ ._ 3462/076 Neighborhood Model District Y 1 - - -. U ' �/ �r `� \ �` "� �' / / ;03260- 00-00- 03700 THORPE, KAREN 3808%518 Neighborhood Model District C 032B0- 00- 00 -000A0 TRIBAL PROPERTIES, LLC /0 REAL PROPERTY, INC +-� _.. - V/ '\ / / /f/ g Neighborhood Model District ZSCO 11 - -- �_-�, (( �' y\ i / i TT R. COLLINS Z � - -- -�� ..._..�. -. - I Jl t ( HARRAWAY ADRIEN O - /� 03260 -00 -00 -03600 3804 581 Neighborhood Model District D 03200- 00- 00 -041K1 POST OFFICE LAND TRU T• CHARLES WM HURT \,` \ \\ i Planned Devel p ent Mixed Comm. AA 1. - , -_. ' / g ° m U No. 35791 ,a �� /' . - f _. , / % I . --- A� _ r � o� %' �� 03260 -00.00 =03500 ALLEN, SONYA DENISE 3804/556 Neighborhood Model District �E & SHIRLEY L FI HER TRUSTEES ,,o I'll - _ \ fi- �� , - �/ >� %� _ - _ - SMITH RACHEL N OR DANIEL B POST OFFICE LAND TR T CHARLES �'' j \ �, --- ;03264 p0 00 03400 42$8/70? Neighborhood Model District 03200 00 -00 -04110 U S WM HURT p 11 LIG� __ V \ \ �.. _ g _ Planned Develo ment Mixed Comm. BB -C Gti r-- - -- -- _ _-- ---., , � . # .. v % / \ �_'�. r ' �'" r /'�� /� aaz �� __. -�- •�- FIHUE, JENNIFER SIONAL ETA �, +�.,_, .-�-V, �/ 5z 51" ;03260 -00 -00 -03300 3905/631 Neighborhood Model District G & SHIRLEY L FI HERTRUSTEES / � 1.1 � _N , _ _ __ _ _ _ _ _. � ! - ���, ,� �I \y, r Ep'v _- Q3260 -00 -00 03200 COLlAZO,JOSE 3809/041 Neighborhood Model District ii 03200 -00 -00 -04300 COLUMBIA II H LLYMEAD LLC Planned Development Mixed Comm. CC I I'll, f .� --,.� _ h\� A1, .. .x,� r Tog ��^` ''. . .� / Pa4s -- ..t.: ..7 ;03280 -00-00 -03100 ALAGIB, KAMALELDiN E ORAFAG 0 SULIMAN 3730/716 Neighborhood Model District I C/O PROPER TAX DEPT L� \ . ,, r �;/ / ! , / / i "� ��.r. 1111 a _.._._ __1111 _. ..f. - .. _ -,__ • _. - - - -.. i - ..F_f� � oo 00 - _,. /" - . �. . -� I . A ... �- /V- �5�° l ��032Bq 00 -00 -03000 � ARISOY, EM VOLKAN 4043 725 Nei hborhood odel Distri 03200 -0 - - 42A0 ROUTE 29 LLC \\ \1 , ��� .�' 1 li / g M District 0 00 0 3801/616 Planned Development Mixed Comm. DD / l? _ Ll- ' --' � % // �i .03280 -00 =00 -02900 BOLTON, BENJAMIN OR LAUREN BENSON 3675/637 Nei hborhood Mode) District K 03200 -00 -00 -05000 ROUTE 29 LLC 11 - - �: 1, _ , .� r ____ _____ __-- - _ - ___ - -._ ___._ __ ___ __--- 1111 -- _____ _ __-- -_-_ _-- _ :. _ ___ g _ 3801/616 Neighborhood Model District EE . - __ y _ ,� /. � . / __". r- _ `�, - /1 1032BO -00- 00.02800 AMOS, SAMSON OR RAHILA 3674/471 Neighborhood Model District �L - 032BO -00 -00 -01400 PATTON, NN LYNN 4406/646 Neighborhood Model District F i ir`_ : - `� S �`� i 03280 -00.00 -02700 SKELLY,'PATRICK ?OR DENiSE M LEWIS 3677587 Neighborhood Model District M 032BO -00 -00 -01300 FRITZ, JAY R OR CHRISTINE L NICHOLSON 3425 574 Neighborhood , , 'I ,r%- � -_ -___ - � � - I __ _: _ _____ g - -- _ -_ ____ _ / Neighbo ood Model District �iCi r ---• __ --- _�`~_ -_�.� � / / _ 1111.. .._- - -:. -. __ ..::_. / - / PEARSON LAUREN ALESE . �' �'�/ n�'•�� -.: r A�� / „ ;03260 -00 -00 -02600 3673/661 Neighborhood Model District �,I 03280 -00 -00 -01200 NEWBERRY, ELLEN S OR BOBBY G 3428/685 Neighborhood Model District HH 11 z f- 11. .. - - -- -- �� EX. SW d: 3t _ .. - - -- ........� __ __ __ - ---- - • wsr -S2t' 8RUNAL,SANTANDERA -' / 0� / / _ - t 03260 -00 00 02500 3674/486 Neighborhood Model District �} 03280 -00 -00 -01100 PRADHAN, KRIS NA OR CHANDA 3431/058 Neighborhood Model District II / w_ T / r /� / 530 j t -t--, - _' r -�%" / -- = - � 5�- - � '03260 -00 -00 -02400 FOSTER, 5EAN DAVID OR AFgRQITA 4056 657 Nei hborhood Model District P 03280 -00 -00 -01000 STERLING TRUST CO PANY CUSTODIAN 3457 104 Neighborhood M I i ri 11 J / / ` _ 1 _ __ / / / (� -- - - - -- - _ _ - - - / g _ - / Model District ct z // ,. _,__. _ �� I d -- � / --- . -- ro 03280 -00 -00 -02300 LEE, KWANG OR EUPISOOIC CHOE - GAUTAM SURESH JYOTSNA GAUTAM %/- - \ r ,-- -- _EXISTINIG SEDIMENT BASIN,, - _ -. r .y ,�. 4158/459 Neighborhood Model District Q 032B0 -00 -00 00900 3431/027 Neighborhood Model District KK Q / /,// } - 1.1.11. - 11,1..1 1111.,. - 1111..,. ......1111.. .. ...- ..1.1. . .11...... X/ �r �- ''�� r- "- .1111.._ _ _ _ __ � \ ``�, � , ; 1 ,� � � ���3 _ _.-. �_J. ..T` / / � �__.:... _ - --.::� .- ..- ._....,�:. -.� / \ tZ � / /ter / '> \ ` 1 - --- 1 ,� '03260.00 -00- 02200 COTTON, SHARON M 4064/340 Neighborhood Model District R 03280 -00 -00 -00800 SHIRBACHEH SAVIES ROD 3428/647 Neighborhood Model District LL 0 /,' �,�,.� / •-./' , \ Yi, ,1 {��. \ \ \ \\ / _ - . -.__ _. _ -.- 1,-1_- ___._ 1111 __ _ 11 ''I ._ __-_ _. _. _.. -. 1111 -_ ..._ _._. 1111_ _ __.. ._- 11_11.. 1111 _......_. 11_11 _ -- - _.__.. -. / /� \ t:'' \ 103260- 00 -00- 02100 VARGHESE, REJEEV G OR ANNIE S 3470/302 Neighborhood Model District S 032BO -00 -00 -00700 PROVYN, FRANK HUNTER 4238/439 Neighborhood Model District MM w Z) ,f • ...... , / 1 \ I . , g.....,..,... g L`w -- U) D FM / �--' �' �� \ �� , I - - - = "u ` _ _::;�.. ° __. ;03260 -00-00 -02000 THROCKMORTON, WILLIAM F OR SHELLY LTRADER 4 032BO -00 -00 -00600 SCHEDLER, CALEB 1 R PAUL C SHEDLER 4624 302 r Z / 636/384 Neighborhood Model District T / Neighborhood Model District NN I •. 1111 _. 'tlt/ \ v H // i > it -� .� ��� -' Iv 03260 -00 -00 -01900 FASSANO, RAYMOND P & RACHAELA FASSANO 3460 /290 Neighborhood Model District V 032BO -00 -00 -00500 STERLING TRUST COMPANY CUSTODIAN 3457/100 Neighborhood Model District 00 /.42 _. ................ z i / 1 / -� r '% I w -11 ` - r� \ v / TRS OF FASSANO LIVING TRUST 03260 -00 -00 -00400 ELLIS, LINDSAY S OR WENDY J 3428/200 Neighborhood Model District PP �J i � / � t . , AI., I I ;03260 -00-00 -01800 VANDEVER, PATRICIA A OR JOHN E`OR 3478/688 Neighborhood' Model District V 032BO -00 -00 -00300 RIDLEY, THOMAS WILLIAM 3762/051 Neighborhood Model District QQ 11,11111-11-11-1111 J / _ 111__1. , .. -_, - - �/ • .. m ---11 --,�� - -- ��- '� % ' ( ( - -�00 `- r BARBARA RWGLE 03260 -00 -00 -00200 SCHROPP, CHAD OR LISA LEAHEY 3433/198 Neighborhood Model District RR +, .... -� i �mrvot€ - -. �� .- _ _: Im 1 r t` - T ' 153 _ �' �" '03260 -00 -00 -01700 TSAI, MING'FUNG QR CHIN SHAW STELLATSAI 3992/183 Neighborhood Model District W 032BO -00 -00 -00100 NAYLOR, URTIS L 3608/463 Neighborhood Model District $$ 3 W 8 L� ti << -fit "�J - ,�- (�' - - - D I I �T 8 CL. 50 DIP 189.96 ®0.72% ___- -� L _�:,:... 1111 - -- - - -� 1111 , 03200 00 00 041K0 ROSEW00 VILLAGE OF HOLLYMEAD LLC 3383/113 Planned Development Mixed Comm TT __ -.1 - -�_ _ _ _ \ \ ! � ,l 1111,.- - -- --- -� 1111 o % _ � ,._ - '+ w 1:111 ® - 11 - ..,. �- -N_ _ .. - , ,- L �.._i 0 n - �. _ 1 / '.' % o >❑ a- _..- 1111.. �Q °1111 .. .G 111_1 (- o o ❑o� ❑❑ oa no 00 00 0 ❑� oo ❑a H - - -- - - - - -- ' •. �. Y - . . ..._ X - - - �• --^.� 1111 -•- 4 -- • .. :, Y . .. 1111 ..' , . - - - - "T -.L. , 1'111 - 1 . �-- • - +-"-+" � �• 11.1, --• -e _ 1111- . 1111... 1111 ... .- 111:1 _ _, O ry , .. �_��.. • 4• . 1111 _T_ .__ .-;.r. 1111.. T� : :1111. J .. '.- .. ., .. .. .. ... .- ., .. � -� �� ... .. :' __ 111_1:_..: _z.._.. _. 1111- - 1111 - -: _- - _- -.. : ... .1 1...,'. ,>k : , 1 -s. ,._._ n .: ... _.. ..__ 'Y.. 1111 i 1111 ._ .._ _ .. _ !`! s. �' _,-_ 1111_ ......... - - � _ � 2A �._- .;F 111""1 i:, - _1111 -- -:a`'t _ �--- -- _ -- _ ,, u : t� �� �'- 1 I r f'I I } - �-�-=- I' -KK =' -1 ` i - - -' -'- _ - 1. TOPOGRAPHY /SURVEY: TOPOGRAPHY CREATED FROM AERIAL / 1111 , / / SANITAR MAN OLE ( u _� - " V - / �` - � � , 2 RIM: 537.8 j I`\ i ,� � - _ �� / SURVEY PROVIDED BY LOUISA AERIAL SURVEYS, INC IN JUNE ,. [:{ 5" RC-' IN'V OUT: 531.9 i 2007. SURVEY INFORMATION PROVIDED BY RIVANNA C� { DROP INLET Ii\ .� - ENGINEERING & i ENGINEERI SURVEYING, PLC. TOPOGRAPHY FIELD VERIFIED ./ / -- ��� TOP: 539.x555 a _I_ - -" - -- - "- - -� I -- - - _ � - I -:-. BY COLLINS ENGINEERING SEPTEMBER 2015. 1 Ln { INV IN: 532.52 t r 7 �� ? ` - `ii' ' i V OUT. 530 I ' ---- -_...J 1 " - f r i __.I1 1 \ / 1 - - -� -- -- - " l____ 1111 ,i : � \ ., /2. THERE ARE NO FLOODPLAIN LIMITS LOCATED ON THIS SITE, / / D fs3 ET I b� I / p (- -- o ,.. a PER FEMA MAP #51003C0140D EFFECTIVE DATE FEBRUARY , N �, ❑ a ❑ ❑ Tog. 2 { y---- I -. .. -- -- - - -_ .- I I i _ / 4, 2005. N /- INV UI 3 y , , I 1 ' - _ I r -- --I // // �� ! y' ,� 1.11,11 - 11"11_ _._ L , �{ J 1111. ... .. .. .. -. , � 11 i - 1111 . , . : n I I!, I i� . E ) 1 � ' 4 ,. .. 1111 .. + �.e -; .. ��, ,' "' 1-1 /' / > T -.. / 1111 r P a _ -+w. :. z Wiz:-. ....^ae - -.- . _.. um,> :_ __ ?_. -_ \ h I r ,,r•. 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I \ �`� v` �i � �,- ., ---r' �_ ._ 1111_ / 1_111 - � _-__ -' ' -�,_ ` lI INV IN: 581.97 - _.._._ 1111 ___-" ____- __-__ -_"_. ____+ � ,,.� __ 1.__ -- J � a `� \ a o J __ .// 7 INV OUT: 581.37 \ \ z oC x _ �- - � f C ( _ - -_ -. - JOB NO. _-- - _ _ _ _ \ - ' \ � � / 1 J / J /� }� ..t: ...��, , / �- � � �- _ LL / J 1 \ \ EXISTING STORM PIPE ` `� ' - CRAP SIC CALF l � �` - __- 152114 `� F70 / \ -RT. 9, C / / -� �� `� j� �/ s � _ - N- - _ "1111_ _ ., ZONE: NMD; NEIGHBORHOOD MODEL DISTRIC \ \ /� \ C} �.� `•� s-- so % i - - - t " ` SCALE �` < ' I ;; I ` - TMP: 03200 -00 -00 -04500 / . `\ 1 � - so 0 2 too _ 200 n_ r _ � �. � '• ! �.. _ __-- 1_111 �., , /,f � � � - �� ` LIMITS OF PROJECT - 1 SO / // / \ I I \ ,/ USE. VACANT I ! / f -�� --� Lam_ -_ / �- i . -(r k _ `y � --.. D.B. 3801 PG. 609 / \ \ _ L` l \ i -- SHEET NO. / J - ti I i N �, � ��✓ --� � ` A - _ / ( I N F ' �, -- - - - _' � 1' `� � 1 I i , 1�1 ��� �� �v '� v L -. a 5 'rm e r t for � � 5� t. _..._ __ - �� , ;� 3 / , / / _ \ CONSTRUCTION NOTES FOR STREETS ROAD NOTES ALBEMARLE COUNTY GENERAL 12- mm . Saw -cut existing pavement to the full depth of asphalt 7.5'totat asphalt J/ 12' miff. Asphalt Concrete Surface Matetiat con crete pavement depth arequal to GENERAL CONSTRUCTION NOTES 1. CONSTRUCT70N INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL GRADING d asphalt concrete, " whicheveris greater 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 EXIS77NG PUBLIC RIGHT -OF -WAY, INCLUDING COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF "A-1 �WfAiT�N aE.n IQSggSTJpT NTEGWILTf3�4T}1�F/N�TyCdYEAM��pTFNE RL71 NDTIt Gi TIME PMSTMAN OTIEitTTYPES YAY'ERIA. D DOMES STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATONS SHALL CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA CONSTRUCTION. SM -9.5A forADT < 10 D00 GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY 2. UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF 7HE ROADBED SUBGRADE, 2, WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED REFLECT THE REQUIREMENTS OF 7HE PERMIT. WHERE ANY DISCREPANCIES OCCUR 774E 7HE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE on longitudinal open cuts,or25 feet mini mumbeyond FROM THE EN77RE 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 determined1bythedistrtctadministrators designee. SUITABLE MA 7ERIAL TO THE SA 77SFACT70N OF THE ENGINEER. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA T70NS 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 ROR 1. cllKl OVfTER ENTIRE EASEMENT. 077-IER TREES AND VEGETATON WHICH OBSTRUCT SIGHT DISTANCES J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH RESULTS FOR APPROVAL. A T ROAD INTERSECTIONS SHALL BE REMOVED. THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER CLEARING, GRADING OR OTHER CONSTRUCTION. RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL THE ENG*CM AM SHOULD NOT ff" PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77L /ZED, SEEDED, AND MULCHED. DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A DRAIIWAGE 5. 774E MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY NATURAL WATERCOURSE. OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 4. GUARDRAIL LOCA7ONS ARE APPROXIMA7F EXACT LENGTH, LOCATION AND APPROPRIATE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADD177ONAL A MINIMUM 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 THE OPINION OF 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON STABILIZE A DRAINAGE CHANNEL. THE COUNTY ENGINEER, OR DESIGNEE, IT 1S DEEMED NECESSARY. WHEN GUARDRAIL IS U WWN M RAIM SHILL ED Of M11M Wr'9fA USE PATH, 77-IE PLANS, OR WHERE FIELD COND177ONS INDICATE Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITV 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 .-f i AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN 8. UNLESS OTHERWISE N07ED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE INCREASED TO SEVEN (7) FEET. 10' -IS ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAIDN SPECIFICATIONS UNLESS PIPE -CLASS III. 9 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY NTH OSHA 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN7IAL DRIVEWAY < OTHERWISE N07ED ON PLANS. . STANDARDS FOR THE CONS7RUCTlON INDUSTRY (29 CF? PART 1926). ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFAC77ON OF THE O 6. WHERE RURAL CROSS SECT70NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES OUTLET) 36' MIN. COPPERSETTER 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: 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH PAVEMENT { SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY W CG -12 DETECTABLE WARNif G L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ADHERED T0. 1. AN ACTUAL COPY OF 774E CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT 0 L 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT z OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS 774AN 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 W DEEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 774E PROPOSED BEING COVERED. RECORDA RCN, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. FIG. W - 6 MIETHOD OF CORRECTION. TD -9 RM W1774 174E VIRGINIA t4 ES SHALL CONFORM 9. ALL SIGNS OR OTHER REGULATORY DE C 2. SUBGRADE M AP THE ENGINEER FOR GRADE TEMPLATE AND RA UST BE PROVED BY , I iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD C'OMPAC77ON BEFORE BASE 1S PLACED. PLACEMENT OF ROADBED BASIE MATERIALS. NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. J. VEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL 7 Z n to W C O 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED � MEETS REQUIRED GRADATION FOR TYPE I, 11, OR N 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 7HE 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 THE COMPLET70N OF THE INSTALLATION OF 774E to 0 ° 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW 774E < AGGREGATE BASE. IN THE EVENT THAT THE 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. 1 1 / DIAYS, 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 OFA PAVING COURSE SUBBASE MA7E-R1AL AT ALL CUT AND FILL 7RANSITIONS AND GRADE SAG POINTS AS 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION AS SOON AS POSSIBLE. SHOWN ON THE ROAD PROFILES. .J BEFORE SURFACE TREATMENT IS APPLIED. L �L+ 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO O (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). OF THE FINAL INSPECTION. INSPEC7ON SHALL BE CONDUC7ED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA U X -0 � N INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. DEPAR7714ENT OF TRANSPORTATION SPECIFICATIONS. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A 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 N L WITHIN 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 TRANSPORTATION MAY BE LOCATED WITHIN TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING �'' Ta' AT T' �? d T W d T F,' �? O a THE STREETS RIGHT OF WAY. ELIGIBLE FOR STATE MAINTENANCE. r SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO VARIABLE WIDTH INSPECTION BY ALBEMARLE COUNTY MINIMUM 5 FEET SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE 4" CONIC. RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE �i�� //� �� / /��! /,. /r•. /i�� WORK. I 2. THE LOCATION OF EXISTING U77LI TIES 4" 21 -A STONE BASE ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN CONCRETE SIDEWALK ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMA TEL Y CORRECT. NO SCALE 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 GENERAL WATER AND SEWER CONSTRUCTION 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 UTILITY" (1- 800 - 552 - 7001). 6. ALL WA 7ER 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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. D 8. VALVES ON DEAD END 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. TD -2,' LOCXMD DRIVE rngx or PMW wr C_ ZIMIM FRHSaaP of Al BR 9R BR BR RR Ho SCOTT R. COLLINSZ - - 0U No. 35791 o�0 `SrONAL E� IY _._ - - - - - - --- - -- - __ rAnu87a t►mra PUBLC - - -- _TR ENtRATI O ON SCALE: 1" = 100' TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 75 APARTMENT UNITS - CODE 220 ADT: 499 VPD (249.5 ENTER/ 249.5 EXIT) AM PEAK: 38 VPH (8 ENTER/ 30 EXIT) PM PEAK: 47 VPH (30 ENTER/ 17 EXIT) COVER LIFT NOTCH 14 1/2- 1 12 1/2" 2 3/8" WATER CAST IRON LID 18 "' METER BOX rL Ilk 1 � 18" / 6" EXTENSION 6" / J' PIPE SLOT (2 PLACES) NOTES: (1) FOR TOUCH READ METERS A 1 -3/4- DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8 " -1" METERS) NTS FIG. W -7 TD -10 6E E m M iv E rn E N �m E nw m wW �03 a J� f Y o U a U_ E °w N E _U E V) v a 0 O c� aEax n E E _ . ° Er Q tO b 0 U N N nN'1 V7 6 N� EW W w¢ W W rA J o _E o_ o o E \z o E M� U E n- N E �E z 0 o -Om �" 0 Z of o 0 f goy a E a E U NE vE E E 'nE o W m \ cno E \ N d- rn ELI N N N LL 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1 -D TD -25 TD- 7% Asphalt Pavement Restoration Detail for Opera Cat Utility Installations Mill & resurraca - Mill & resurface""' 12- mm . Saw -cut existing pavement to the full depth of asphalt 7.5'totat asphalt J/ 12' miff. Asphalt Concrete Surface Matetiat con crete pavement depth arequal to GENERAL NOTES: the depth or existing T-11. min d asphalt concrete, " whicheveris greater 15' min. 10r min, /� Sub -base course depth fe & aype / j/ r shall be1WorequaIto depthof emstingsub -base, 71 i whidieveris greater t2, Horizontal and verb Gatsurfaces 12' Bench shall be tackedwlth RC -250 liquid Min. Mln- asphaft at a rate of 0 1 gaifon pea NOTES: SY or as determined b the "A-1 �WfAiT�N aE.n IQSggSTJpT NTEGWILTf3�4T}1�F/N�TyCdYEAM��pTFNE RL71 NDTIt Gi TIME PMSTMAN OTIEitTTYPES YAY'ERIA. D DOMES district administrator's designee Asphalt C onaete Surface Materlal: TtbtVEL F ITN T}E 7NUICAT DErwrA6tf WAD" MAY III USED WrM M APPROVAL OF THE ENC�/IEER SM -9.5A forADT < 10 D00 Select Mated a[Type I with minimumCBR =30 SM -9.51D forADT > 10,000 The �strictadnunistrator designee resforab on raqu firemen is for other pavementtypes. Trench width and pipe beddingshati behi accorda nce with VDOT Std. PBE1 Class I backfill material inaccordance with Section 302 of the Road andBridge Specifications �No. 26or27 aggregate pipe beddingin I accordance with Sections 205 & 302 of 121nffiesrrnnrmumDeyandtheedgeofinetrench tf the Road and8n4ge 5pecificat ans K on longitudinal open cuts,or25 feet mini mumbeyond M th a tren ch centerlin a on perpe ndl cular open cuts or as W1TYLT MdOIfIB FLJM� 9DI;8 C/M CAST N Pt,•rs A FIFER PLACEMENT OF if/MP FLOOR PRECAST COtrGpETE tRW L 9E CLAISS *41 determined1bythedistrtctadministrators designee. MIN Date: August 27, 2014 Not to Scale - ?o ai16 wvaPS U TD -2,' LOCXMD DRIVE rngx or PMW wr C_ ZIMIM FRHSaaP of Al BR 9R BR BR RR Ho SCOTT R. COLLINSZ - - 0U No. 35791 o�0 `SrONAL E� IY _._ - - - - - - --- - -- - __ rAnu87a t►mra PUBLC - - -- _TR ENtRATI O ON SCALE: 1" = 100' TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 75 APARTMENT UNITS - CODE 220 ADT: 499 VPD (249.5 ENTER/ 249.5 EXIT) AM PEAK: 38 VPH (8 ENTER/ 30 EXIT) PM PEAK: 47 VPH (30 ENTER/ 17 EXIT) COVER LIFT NOTCH 14 1/2- 1 12 1/2" 2 3/8" WATER CAST IRON LID 18 "' METER BOX rL Ilk 1 � 18" / 6" EXTENSION 6" / J' PIPE SLOT (2 PLACES) NOTES: (1) FOR TOUCH READ METERS A 1 -3/4- DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8 " -1" METERS) NTS FIG. W -7 TD -10 6E E m M iv E rn E N �m E nw m wW �03 a J� f Y o U a U_ E °w N E _U E V) v a 0 O c� aEax n E E _ . ° Er Q tO b 0 U N N nN'1 V7 6 N� EW W w¢ W W rA J o _E o_ o o E \z o E M� U E n- N E �E z 0 o -Om �" 0 Z of o 0 f goy a E a E U NE vE E E 'nE o W m \ cno E \ N d- rn ELI N N N LL 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1 -D TD -25 TD- 7% I' COMPRESSION r. 3/4' MALE PIPE COUPLING CO-12 GENERAL NOTES: ❑ O L THE DEiECTM2 WMNNO sNJLL BE PROIYIOF.D QY TMWATED DOMES. 1' TYPE 'K.' 2. 01:;AELE vARNNC TO BE UM CONCRETE fBLASS A-4 F Pt £O/pT1 SOFT COPPER "A-1 �WfAiT�N aE.n IQSggSTJpT NTEGWILTf3�4T}1�F/N�TyCdYEAM��pTFNE RL71 NDTIt Gi TIME PMSTMAN OTIEitTTYPES YAY'ERIA. D DOMES CN z FOR USE ON ATTACHED SINGLE FAMILY TtbtVEL F ITN T}E 7NUICAT DErwrA6tf WAD" MAY III USED WrM M APPROVAL OF THE ENC�/IEER TYPE A 3, SLOPNG SIDES of am RAW MAY SE Poim MM OLMOCALLY WnN PERPENDICIULAR FLOOR OR BY USM PERMISSM CONSTM.CTION JONT MTN REQUIRED BALM CL i'xl's l' TEE 4, F FAI P FLOOR 6 PR£f. AST HOLES MUST ![ PROV61[D "" DOWEL SIRS 3o M ^7� W1TYLT MdOIfIB FLJM� 9DI;8 C/M CAST N Pt,•rs A FIFER PLACEMENT OF if/MP FLOOR PRECAST COtrGpETE tRW L 9E CLAISS *41 MIN Ir PLACED TCEMrER TO CI 93 HI sr� 3 Tt£.NMP F%LQQO XMID -0£PTN Or FLOOR. WMW�W fYiAY - ?o ai16 wvaPS U 1 DUAL SERVICE ROR 1. cllKl OVfTER C-4 TYPE 8 7. 0100 RAMPS ARE TO BE LOCATED AS SHOWN ON THE PI OR AS OFECTED PARALLEL 9Y THE H TYEY AE m BE PH2OY�D AT NTERSECTIONS tnEREVER wSUEWA%IIS I' TYPE •K" CM ROSSES A C6R9 (ECARW0.E*N.6 110. CFt�LPOD, OR NOt}785i ENT. THEY : 11 LOCATED w1ITIN PFDESTRIAI f�155WAJt5 -� Q SOFT COPPER THE ENG*CM AM SHOULD NOT ff" C`J ..,... � POLES FIRE E,E�gE'T�9, GS� PROYW A bbWFWEJ1LEIO'D U S FOR USE ON DETACHED SINGLE FAMILY ST W A � £SEF ' G£ �ENT AND USED BY F� IL RAA/PS MAY OE PLACED oN RADUIt oR TNIfA =NTSM. SECTMdfS PROVIDED T1YlT TF£ CURB OP'FalrTH t9 PLACED IWTFlf TIE llII1T5 QF TtE CR063WA.K AMD AT OoMECTIW OF G.RB OPkTRWO K TEAT rIDI 4" � THAN AT t1F P � TO THE CIAHa. ILM E AT 3: X . SAME AS UP OF dli6 4 TRALK�QppJ..P�J f' A AtMyRYAD1T AEii P-4 !(TRANCET TRtAx tiFiPRiTFETOOR�t DQ+TfL VY PARALLEL ITMPERPENDICIlI.AR U WWN M RAIM SHILL ED Of M11M Wr'9fA USE PATH, O 0 CAST IRON LID t!" -'L4" DOME FINISHED GRADE .-f i I n n I I I I I oaTRI►CD aCo oo o 00:00000000:00 O 10' -IS Q(n 8 0 0 0 0 6 0 0 CI LOCKWING MET METER < O O O O O O a 0 0 0 0 0 0 0 6 N R ALL - VALVE BOX aa0000a0000aao Box - fax OF am DIAMETER O 40 a a a 4 0 0 0 o a a a o 0 OUTLET) 36' MIN. COPPERSETTER L 3 3 rn 00 0000000000*0 I/4 BEND COUPLIN>l VAIWANX T DE I>x DETECTMF WARNING { W CG -12 DETECTABLE WARNif G SURFACE NECESSARY .REV GENERAL NOTES,. 0 L riAy VIROINIA OEPAIUM T OF TRMISPORTATRlN z � TD -2,' LOCXMD DRIVE rngx or PMW wr C_ ZIMIM FRHSaaP of Al BR 9R BR BR RR Ho SCOTT R. COLLINSZ - - 0U No. 35791 o�0 `SrONAL E� IY _._ - - - - - - --- - -- - __ rAnu87a t►mra PUBLC - - -- _TR ENtRATI O ON SCALE: 1" = 100' TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 75 APARTMENT UNITS - CODE 220 ADT: 499 VPD (249.5 ENTER/ 249.5 EXIT) AM PEAK: 38 VPH (8 ENTER/ 30 EXIT) PM PEAK: 47 VPH (30 ENTER/ 17 EXIT) COVER LIFT NOTCH 14 1/2- 1 12 1/2" 2 3/8" WATER CAST IRON LID 18 "' METER BOX rL Ilk 1 � 18" / 6" EXTENSION 6" / J' PIPE SLOT (2 PLACES) NOTES: (1) FOR TOUCH READ METERS A 1 -3/4- DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8 " -1" METERS) NTS FIG. W -7 TD -10 6E E m M iv E rn E N �m E nw m wW �03 a J� f Y o U a U_ E °w N E _U E V) v a 0 O c� aEax n E E _ . ° Er Q tO b 0 U N N nN'1 V7 6 N� EW W w¢ W W rA J o _E o_ o o E \z o E M� U E n- N E �E z 0 o -Om �" 0 Z of o 0 f goy a E a E U NE vE E E 'nE o W m \ cno E \ N d- rn ELI N N N LL 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1 -D TD -25 TD- 7% z O a U LU o Z J O Q > z '--' w Ln N N 01 I' COMPRESSION r. 3/4' MALE PIPE COUPLING OR APPROVED EQUAL ❑ O 1' TYPE 'K.' m SOFT COPPER CN z FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL J AND IRRIGATION SERVICES. 4 CL i'xl's l' TEE M ❑ Q NOTE: L1 1 NO SWEATED FITTINGS l 1 DUAL SERVICE C-4 I' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL I' TYPE •K" cv -� Q SOFT COPPER L o Z C`J ❑ Qj FOR USE ON DETACHED SINGLE FAMILY P-4 RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. -0 z W R ,, in SINGLE SERVICE P-4 NOTE 1) SADDLES SHALL BE USED ON PVC PIPE. O 0 CAST IRON LID CO C7 FINISHED GRADE I n n I I I I I 10' -IS Q(n w LOCKWING MET METER < 0 � U R ALL - VALVE BOX W (INLET & O OUTLET) 36' MIN. COPPERSETTER L 3 3 rn I/4 BEND COUPLIN>l C to N _ L d IF REQUIRED) \ \` � METER S W BRICK AS 3 fU � o s NECESSARY WN 0 L CORPORATION STOP z � TYPICAL SERVICE LATERAL INSTALLATION W NTS 3 O t FIG. W - 6 z TD -9 z O a U LU o Z J O Q > z '--' w Ln N N 01 L9M m CN z Q J 4 CL M L1 1 l 1 C-4 H O cv -� Q L o Z C`J P-4 Q) w Z -0 z W ,, in ^ W P-4 C Z_ o j L 0 O 0 U CO C7 L N Q(n w U 0 < 0 � U W O � L 3 3 rn Co W C to N _ L d X U N W V / 3 fU � o s WN 0 L U z � ° N t W O 3 O t U z pi C c ,, Y v v w z EIn rn TO C: C O �1 U O 7 Z n to W C O V1 � Z U L r t--i z o W � W to 0 ° ® w < Z J E Frr/"I 1 1 / C U v .J J -0 lF�l T C O 0_ U O P r L� .J L �L+ W o c � o O U � O T i U X -0 � N N N E N L O O C O w C :3 Q) -O O a w = to � > U ._ -°v co 0 c JOB NO. 152114 0 O N m o SCALE z N F v -° U g AS NOTED ° 3 ° ° SHEET NO. n a L C f- O IPRESERVED OPEN SPACE MAP S—CALE I"=200' LOCk-,�� -11 I -�' - - - --- �� � , - --- K)0'4� - 'Z �z / �� �;�� ��- .--�, _t \ - - F , A - X NA > . � 6V - "), " , FAC � 7::��, ,� /./I - �\ � W4, -*) Urj).�El 77 ? I qp� I , ��J,,/ , "; , ,\-,-�, / - - � ,�v �- -- - ') � , /�/; '. - , - � / / , ( � '--, - N I - 1 -- , , K,/ if \\ ----- ��p �,//;v, - q-.,l " , , - \ \ - � I - �-- �� j- _ , " ,- - � -:�:� ,,\\. / , -1 " �, , T�,�o�,� - / , :I " �, � �,-- ;��-� ---'/,- " , -- , --- , "Q ,,\,,\, � ::� V LOCATION F S 1!n-: ..,,?.,-.:,g,� 11 " Q , I,- . � FACILITY APPROVED 0 / -95 � I UNDER SDIP -1 �.-.. �, m�------- / -,j -1 - , - il:,�-` ( ---- S .`��-. :;.'!�. r - , ...... I --- .g, ..,.i-, ,-��- ��,, W�,�---Z.:'.-:-' .''�;� / /,/ - - !�K,:-,.`�.-�`4 -� ----.-;- i�--51,.*'... - - , 1 g7 n? .... r.: ---- - 1 .-4;�.R,..� � " ?", . -- � k�t , . ) - 1, . �14 .. . - tream -- .� ��Wvn 1\ . ::: ** .: - - -:��, Eonme .., er- ',��- ::--- �� �-i ,It�,,2�1 � 11-1- .. -- - �� - :,-\ "I .. -A '� ��-'5'51 - �.: �: , \� (// P- ... "Pr I �- � -� -'EXISTING -� % tl?l -,F 1. .. I �, \ 1, �,, ... I * ,�//�� r N N. .111:-7,1 ,17;1:1 .\,\ 111� �� I M rl��/, K)WPIL-1- \ � "I -l'..." . ,��,;:- UKIVt �".... . . ...... � .:!:: ,�. �n PREVIOUSLY DEDICATED GREENWAY ,:.---,--,.-` . - - I... . - . - - - �.., -�;:'�--Z--`.?,." � ,;' `*Z X- ,,I:- / tROSSING- � � .:-...-*.' "/ SPACE TO PROVIDE WATER QUALITY ----__,....:. .., . � , '? I'll "�� - --�- ....:.-.:;::.:MM ::., :'. / .-:1 ,�.:.. "j. - �� - , . ,�, / 11 1-1 I- � CREDIT FOR SUBAREA C. SEE DB 2828, .. *:-'1:*.-.1----,--V:�� . �� . *�' -- /� �;- - ".,"."i .�,,� '. :�.:,.��;: ,r/ �-,jj // I . ... ..., - � - ' . .. �� :1 � /.1 .V .1V ,,/ � f PG S22 & DB 2678, PIG SS:L FOR EVIDENCE 0, t�/�,,-.,-t-;;,-- .;,�-.:.-.. , �� 71a e � J`. , .�R5.:;-:-: , :..;; ....,.-; . -.-,.::,. L�CCATIOdO,Fko --� ,I ; . ,.. ; P6!;E6 ) !" I OF GREENWAY DEDICATION. (TYP.) -..�,� �;�,�--�4.��..�-;�r.,..-:',-_-*�;-'�- I I . '.. ..i, - -,�.:,,...;,..�-- I.. '.1, ':...:.::;:.-.-:.:�', I L�VEL�EKT�ENDED- --, � f,,- " I .. 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SEE DB 2828, FIG 522 & DB 2678, PG S53. FOR EVIDENCE OF GREENWAY DEDICATION. THIS AREA IS TO REMAIN UNDISTURBED AND WILL BE A BMP FEATURE. 2. THE PROPOSED DEVELOPMENT IS LOCATED ON A 2.02 ac. PARCEL AND PROPOSES i.66 ac. OF IMPERVIOUS AREAS. THE IMPACTS FROM THIS DEVELOPMENT WILL BE OFFSET BY THE AFOREMENTIONED OPEN SPACE PRESERVATION. WITH THIS 7.88 ac. PRESERVATION, THE PROPOSED DEVELOPMENT REQUIRES A PHOSPHOROUS REMOVAL RATE OF 0.24 lbs/yr. 3. THE 0.24 lbs/yr MINIMUM PHOSPHOROUS REMOVAL REQUIREMENT IS MITIGATED VIA THE PROPOSED CONVERSION OF AN EXISTING SEDIMENT BASIN TO A PROPOSED LEVEL i. EXTENDED DETENTION BASIN. WITH THIS TRANSFORMATION, SUBAREA C TREATS THE EXISTING ROAD IMPROVEMENTS AS WELL. SUBAR EA C HAS A WATERSHED AREA OF 9.90 ac. AND ITS EXTENDED DETENTION BASIN REMOVES1.33 lbs/yr, EXCEEDING THIE 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 & WP'O PLAN FOR WATER QUALITY AND QUANTITY TREATMENT COMPLIANCE. 6. SUBAREA C's DEVELOPMENT, IN ACCORDANCE WITH ALBEMARLE COUNTY ENGINEERING's PRIOR DIRECTION IN A MEETING HELD ON JULY 23,203.5, SHALL ADHERE TO THE CURRENT SWM REGULATIONS FOR WATER QUALITY CREDIT. � General Construction notes for Stormwater Management Plans 1. All dams and constructed fill to be within 95% of maxinnum dry density and 2% of optimum moisture content. All fill material to be - approved by a geotechnical engineer. A geotechnical engineer is to construction of dams. 2. Pipe and riser joints are to be watertight within stormwiater Management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. — - -- I 11 I - - -- - ,,, , "\ I - � Nq -� Rl � 11 I , -- -- ---- — — --- - " "I % - N -,� � ---- V Subarea C Pre-Development Impervious Areas ', , - - � ��- -- 1-1 ----- - - - '�) .1 -,.=,� 1, ,., �r-��', �-, - -- :�Z:�, PRE-DEVELOPMENTSWM PLAN: ' -- . � 1--�- `� . . . . . :: , .. ,�, �- --- - \ � -- ��:L�- � / Z --d - �'T., \ \\ � I --, 5 , I <� A \ -ft� , - -- --- ,- I \\\ , , � - SCALE i"=ioo' -� I / ::: , ;� z�- � -- -- I Existing Roadway 38,625 sf � .M. I --- 1-1 -- . I �Z� , - - ,,.3 ��, . 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INTITY FOR SUBAREA C WfLL BE HANDLED BY COINVERTING( . %,. - ) ---�v -1 /- - -, . -- � :1 � � AN EXI STI N GS E D I M ENT BASIN I NTO A P R 0 POSTO EXTE N D ED D ETE N N %;,:'�.'� .�:�. " , � \\\� �1 � . .b�4 I- 1-1 & t �i III CILITY. 7(HE EXISTIING INFRASTRUCTURE AT THE END OF THE ON TE . . ��,� 1-1 / / 15,� /,�- %� �. ��. , - I �\",\\ tl:)�:�,.%j�. ��-, ,,, I .�:,.,. '�'..�" Z IINI�- I 1, \ A .. , --.�,-, i ? -j - '-Y-- / , "' � 0 91ZRSION OUTFAtL.S INTO THIS BASIN. THE*ATER QUALITY FOR .1 1.,..,.,"1.: - A, `��' . --- - / \ / --- --- - "� I , , , �,. 1-.1 / - � / /- ::: , � . . \\\ ; 1 , � ) 4, � � , �,- N � / DEVELC�PMENTMLIL BEME'tBYTHE,,OEDICAI�EDGREENWAY/PRESER I / �� 1 \ ( j \\'� I OPEN/SPACE WTHE PRqPOSED EXTrNDED DETENTION FACILITY. THERE / go 1zj �z /� 1-1 ( /, ,,�, \ \ / // I i�, �*.",��... 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