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HomeMy WebLinkAboutSUB200300040 Executive Summary 2003-12-17 COUNTY OF ALBEMARLE EXECUTIVE SUMMARY AGENDA TITLE: SUB 03-040 AVEMORE AGENDA DATE: December 17, 2003 FINAL PLAT ITEM NUMBER: SUBJECT/PROPOSAL/REQUEST: ACTION: INFORMATION: Request for authorization of a private road in CONSENT AGENDA: Yes association with a final plat(Attachment A). ACTION: Yes INFORMATION: STAFF CONTACT(S): ATTACHMENTS: Yes Stephen B. Waller, AICP REVIEWED BY: VWC BACKGROUND: The applicant is proposing to re-subdivide three parcels identified as Tax Map 78 -Parcel 58I; Tax Map 78B - Section 3 - Parcel 1; and, Tax Map 78B - Section 4 -Parcel 1, and is the location of the Avemore mixed-use development(Attachment B). These three parcels equal 27.156 acres in total area and are zoned R-15, Residential with proffers per ZMA 00-10. This property located is in the Rivanna Magisterial District located off of State Route 20 North and currently served from Fontana Drive and Garnett Center Drive and located in the Development Area Neighborhood 3 (Attachment C). The Comprehensive Plan recommends the site for urban density uses. The proposal is related to the phasing of Avemore into three separate lots by adjusting the existing boundary lines. Uses on the three new lots will consist of the following: Parcel A, with apartments; Parcel B,with townhomes and mixed commercial uses; and, Parcel C, with apartments. Because the proposed Parcel C does not have frontage on an existing public or private road the applicant has requested private road approval for the segment of travelway that will serve as its primary point of access. The final site plan for this development and the parking lot is currently under review and subject to administrative approval. DISCUSSION: The use of private access to two or more lots in the Development Areas requires Planning Commission review and approval. This final plat meets all requirements of the subdivision ordinance and zoning ordinance for development as shown. As stated in the applicant's request, a private road may be authorized under Section 14-232.A.3 of the Subdivision Ordinance, if that road will serve a residential subdivision developed with other than single-family detached dwelling unit. The portion of the internal travelway that is being considered for this request extends south on the from Fontana Drive along the split boulevard named Avemore Drive, and west providing access to Parcels B and C. As a result of the above mentioned site plan review and requirements set through the proffers, this section of road has been designed to the standards identified in Section 14-514: Standards for Private Roads Only. During the rezoning process the application plan for Avemore was reviewed and approved as a mixed-used and multi-density development with its own internal travelways. Therefore, staff finds the general layout of the proposed lots and their access to be acceptable. Use of this private road serves the public purpose, as it relates to Section 14-101 - Purpose of the Subdivision Ordinance, as follows: A. Improve the public health, safety, convenience and welfare of the citizens of the county by assuring the orderly division of land and its development; Use of only one private road into this site, which will ultimately serve three multi-family apartment buildings and four townhouse blocks, assures the orderly division of land by minimizing the number of entrances onto public roads. The alignment of the private road as shown on the site plan provides the most direct route to those dwelling units, avoiding open space areas, critical slopes and a stream at the rear of the parcel. The road entering this site is a two-way, split boulevard that will be built to a standard that is adequate to support the proposed apartment units within Phase I(Parcel A) and the future development of Phase II (Parcel C) and Phase III(Parcel B). 1 B. Provide residential areas with healthy surroundings for family life by assuring that land is divided and developed in a manner that is harmonious with its surrounding lands; This mixed-use,multi-density development is bordered by a mixture of apartments, single-family attached dwellings and single-family dwellings, all of which take their primary access from Fontana Drive. The approval of the private road would limit traffic from this development to a single point of access onto the existing road through a boulevard designed with traffic calming measures, such as on-street parking and a traffic circle. Additionally, when the Olympia Drive extension has been completed, this development will utilize a proffered second point of access located at its southern end. Although the most often preferred road in the County is a public road, staff notes that the private Avemore Drive will be served by a commercial entrance approved by VDOT. Furthermore,because of the interconnectedness of the uses and layout of the development, the travelways will effectively function as a single parking lot. Therefore, a privately owned and maintained road is a preferable alternative to a public road in this case. C. Implement the comprehensive plan and the policies stated in section 1.4 of the zoning ordinance through the standards and procedures established herein; This development complies with elements of the Comprehensive Plan's growth management goals because it is located in a designated Development Area where land uses, facilities and services have been planned for. Allowing development in the Development Areas helps to steer development away from the natural, scenic and historic resources often located and identified for protection in the Rural Areas. Review of this subdivision by the Site Review Committee will insure that the policies stated in Section 1.4 of the Zoning Ordinance will be implemented. D. Assure that the development of the county is consonant with efficient and economical use of public funds; and No public funds will be used for this project. E. Assure that all improvements required by this chapter will be designed, constructed and maintained so as not to become an undue burden on the community. The Engineering Department has reviewed and approved the internal circulation and the future second point of access during review of the road plans (Atachment D). All other improvements to the site have been reviewed and approved by the Site Review Committee and will be subject to inspections to ensure that they will not become an undue burden on the community. All of the travelways and supporting improvements are to be maintained by the developer and any subsequent owners of the proposed parcels. Furthermore,the developer has already proffered to contribute a share of the costs for future road improvements and installation of a traffic signal at the intersection of Fontana Drive and Route 20. RECOMMENDATION: Staff recommends approval of this private road. With allowance of the private road, staff can approve the plat administratively. Attachments: A- Letter from Applicant Requesting a Private Road(dated 2/14/03) B - Copy of Plat C - Tax/Location Maps D -Engineering Department's Final Road Plan Comments (dated 10/3/03) 2 i ATTACHMENT A W — ENGINEERS IIM SURVEYORS PLANNERS ASSOCIATES February 14,2003 Yadira Amarante Albemarle County Department of Planning and Community Development 401 McIntire Road Charlottesville,VA 22902 RE: Request for authorization to construct private roads Resubdivision of the Property of Avemore,L.L.C. WWA Project No. 201094 Ms. Amarante: Pursuant to Section 14-234 of the Albemarle County Code,we are submitting a written request for authorization to construct private roads for the resubdivision of the property of Avemore, L.L.C. This letter is part of an overall site development submittal for the Avemore project that includes site development plans and a resubdivision plat. The circumstance under which this request is being made falls under Section 14-232.A.3 "Residential subdivision developed with other than single-family detached dwelling units." The resubdivision of the property of Avemore,L.L.C. creates three(3)parcels identified as Parcels A, B and C. The site plans for this submittal addresses the development of Parcel A. Parcel A will be accessed via Fontana Dnve through a new access easement on the property of Fontana Owners Association,and has roadway frontage on Garnett Center Drive and Fontana Drive. Parcels B and C are areas in which future development will occur and are land-locked by Parcel A. Therefore, private access easements across Parcel A serving Parcels B and C are necessary for access purposes. The private roads are designed to carry the traffic volume expected to be generated by this development, including future development phases on Parcels B and C. The fee of the private roads will be owned by Parcel A and subject to the private access easement serving Parcels B and C,as shown on the resubdivision plat. The private road will not serve through traffic nor intersect the state highway system in more than one location. The private road's only access point is Fontana Drive at the site entrance. If you have any questions or comments regarding this request,please feel free to contact me. Sincerely, )(AiWls 9 4tA-Qh James J. Lewis,Jr.,P.E., L.S. Project Engineer cc: Bob Hauser 147 Mill Ridge Road• Lynchburg, Virginia 24502 Telephone(434)582-6175 •Fax(434) 582-6179 3 ATTACHMENT B RESUBDIVISION OF' THE PROPr r TY OF AVEMORE, ILLC ATIB1MARU ; COUNTY, VIRGINIA STATEMENTS AND SIGNATURES Source of Title: Tie streets In this subdivision may not meet tie standards for acceptance Into Tie property as shown on this plat Is tie property conveyed tie secondary system of state highways and will not be maintained by the unto Avemore.LLC by tint certain deed duly on record in tie Virginia Department of Transportation or tie County of Albemarle. Clerk's Office of tie Circuit Court of tie County of Albemarle. Virginia in DB.2081 PG.248 & 253,and Is Indicated as Arry existing physical improvements shown on this plot located from aerial survey lox mop parcels 78-581,78-8-3-1,78-8-4-1. by Louisa Aerial Surveys with photography dote of 3/19/Ol,4nd compilation dote of 10/15/01. Total Area of Parcel Subdivided •27J56 Ac. New Parcel A • 20J96 Ac. Reservations and restrictions for this property division to be recorded as a New Parcel • 4424 Ac. separate record document. sill New Parcel C • 2.936 Ac. / - f Parcels ore currently zoned R/5. e Surveyors/Engineer's Certificate: l hereby certify,to the best of ny knowledge and belief,fiat all of tie This survey hos been prepared without the benefit of a title repart requirements of the Board of Supervisors and Ordinances of Albemarle and does not necessarily indicate oil encumbrances upon the title. �l County.Virginia,regarding the platting of subdivisions with the county 769 have been met. This plot has been prepared from an actual field survey as per dote / ti Q of this plot and there ore no visible encroachments or easements 02 20 Tie property corner markers shamand described on the plat are In except as shown. place,or will be installed upon final utility and rood installation,as shown. 25 This plot does not address the existence,detection,or delineation vaToNnry i SITE of any environmentally sensitive areas or a environmental problems i. located within the perimeter of the properly shown. / Dote Surveyor or Engineer Location of utilities are based on a visual Inspection of oteee ground appurtenances.No certification Is made as to tie existence of under- Owner's Consent and Dedication Statement: ground utilities. 11//111//k011iel:T4 2so The division of tie land described herein 'Resubdly/sloe of tie Pro arty of Avemore,LLCIs with the free consent and in accordance with the Boxed on a graphic determination,this properly Iles in zone'Cof tlo BEMARLE C desires of the undersigned awners,proprietors,and trustees,if airy.Any FEMA FIRM Mop 510006 0240 B,dated December 16.1980. 79 reference to future potential development Is to be deemed as theoretical only.All statements affixed to this plot ore true and correct to the best of Prior to tie improvement of any lot In the county,the Planning Department /'my knav/edge. shall be contacted can cerning,but not limited to,tie current zoning,building �setback requfrements,woter or sewer systems,Health Department requirements, .erosion and sediment control requirements,and private streets. y T' Date Owner ',` �. '- LINE TABLE LINE TABLE Commonwealth at large to wit:Stale of Virginia r� Monticello County of:Albemarle LINE BEARING DISTANCE LINE BEARING DISTANCE 0 - Milton L1 N64°12'O7"W 20.20' =L32 S09°11'46"E 145.48' ' Al / L2 N76°34'15"W 26.27' =L33 S80°41.42"W 96.14' ! Ili a notary public in and for the state aforesaid,do hereby certify that the L3 S79°43'47"W 37.96' .L34 S68°21'21"W 133.92' owners/representatives whose names are signed hereon have acknowledged L4 S76°15'31"W 44.56' =L35 S09°11'46"E 375.98' tie same before me this day of , L5 ,N84°40'56"W 40.58' =L36 S80°48'14"W 183.90' VICINITY MA:' L6 N83°34.41"W 47.68' =L37 S50°48'14"W 115.47' NTS My Commission Expires: L7 N87°14'08"W 66.54' =L38 S09°11'46"E 390.72' L8 N60°01'45"W 8.28' .L39 N64°11'46"W 122.08' Signature L9 N76°48'25"W 19.91' NOTE:•INDICATES LINE ALONG C.L.OF L10 S79°47'23"W 31.22' EASEMENT Lii S65°13'S3"W 44.05' CURVE TABLE rL i - • I _ // in L12 S79°22'34"W 99.14' fi CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING Dote Owner L13 N83°53'42"W 28.89' Cl 10°58'36" 215.00' 41.1z' 20.66' 41.13' S26°28'14"E 0 j f \ nil / 7-�( p L14 N60°04'54"W 26.58' C2 6°13'32" 430.00' 46.72' 23.38' 46.70' N87°21'38"E cv Commonwealth of large to wit:Slate of Virginia L15 S76°17'18"W 45.55' C3 6°55'20" 470.00' 56.78' 28 43' 56.75' N87°4232°C / ) �`1 M County of:Albemarle L16 N71°07'13"W 28.76' =C4 12°20'11" 400.00' 86.12' 43.23' -85.96' S74°31'37"W 1 j / i I / l� L17 N5i'00'46"W 48.38' NOTE:•INDICATES CURVE ALONG C.L.OF EASEMENT W / / L18 S88°07'23"W 69.31' _ I w o notary public In and for the state oforesaid.do hereby certify that the L19 N56°01'51"W 28.59' (n NEW �'�RCEL A I owners/representatives whose names are signed hereon have acknowledged L20 N72°35'47"W 39.13' He some before me this day of , . L21 N62°35'34"W 47.15' -- PLAT NOTES: - r^- = - - -.. t- _ -••-..--•-••- _.._.. L22 N54°19'29"E 101.39' LPOND ACCESS SHALL BE OVER PRIVATE ROAD ��7 c My Commission Expires: L23 N80°44'30"E 183.07' ACCESS EASEMENTS AND POND ACCESS EASEMENT in�� 1 L24 N66°05'44"E 53.48' MATCHllNE In AS SHOWN ON THIS PLAT. i Signature- L25 N71°07'12"E 94.07' w( NEW L26 N65°29'22"E 42.87' _ o PARCEL o Certificate of 2.THERE SHALL BE A GRADING EASEMENT ON PARCELS B i NEW Approval: L27 N6�°10'26"W 18.02' AND C SERVING PARCEL A FOR THE PURPOSE OF v 111 9 `PARC N) Tie subdivision known as•Resubdivision of the Property of AVenore,LLCIs L28 N36°35'29"W 77.26' I > ' DEVELOPING PARCEL A. C r approved ty the undersigned In accordance with existing subdivision regulations L29 N50°48.14"E 41.05' _ t j� I i and may be admitted to record. L30 N75°38'07"V/ 96.92' w 3.THERE SHALL BE NEW 20'UTILITY EASEMENTS FOR WI 2 t L31 N24°37'S5"E1 19.02' PUBLIC WATER,PUBLIC SANITARY SEWER AND PUBLIC = DRA/NAGE,CENTERED ON THE AS-BUILT UTILITY LOCATION. N ' - Date Agent,Albemarle County Board of Supervisors LEGEND SHEET INDEX NTS 0 POINT EXISTING EASEMENT .r © IRON PIN FOUND --------------- NEW EASEMENT TITLE: SCALE: n c IRON PIN SET ------OF------ NEW PUBLIC DRAINAGE ESMT `tiI+LTf1 O.° - NTS ® SANITARY SEWER MANHOLE - WE- - NEW PUBLIC WATER ESMT • RESUBDIVISION OF THE PROPERTY OF DATE: 8/29/03 o CATV UTILITY PEDESTAL - - SE- - NEW PUBLIC SEWER ESMT �� , �� �"�� NGINEERS REV.10/13/03 ,J° TELEPHONE UTILITY PEDESTAL ------AE------ NEW PRIVATE ROAD ACCESS ESMT } �� �' SURVEYORS AVEMORE,LLC Ck,, WATER VALVE -- -PE------ NEV/ POND ACCESS ESMT �dAlE54 �G�i r I;: i3 i DRAWN JL BY: • a FIRE HYDRANT (45 74•) DIST FROM PROP. COR. TO ESMT 402 " PLANNERS ® T RIVANNA MAGISTERIAL DISTRICT WWA NUMBER: b POWER POLE - - - ---- C.L NEW EASEMENT y4Cs� ASS©CIAl ES ALBEMARLE COUNTY,VERGINIA 20/09444 TI LIGHT POLE TAX MAF PARCEL LINE �� 4 147 MILL RIDGE ROAN) FILE: GUY WIRE ANCHOR - SAN-- SANITARY SEWER LINE . USUI�" 0 N 1»actBultc,v111011atA:4502 9404PCS - _ - - CREEK OHE - OVERHEAD ELECTRIC LINE panxl)1.1E2.51795 SHEET: SURVEYED SEPTEMBER 14,2001 i OF 5 - ATTACHMENT B i,-�M • �< / !W •Z S4lAC /��� // '/_� �I---------i---2. I IA/to t C,9/o / - I i '1'F 4,0 / i' I i \'14�\9l'� /// /;'�\ LOT I 1 I i B� // /� 05 \ 1 LOT 2 I :LOT 3 NOTE / / //�'� E0 P55�96 PG28` \ S `\ `I I i / / ' 18 1. EXISTING ACCESS,GRADING, / / / Ga' I i SLOPE & DRAINAGE,PUBLIC WATER, SEE NOTE 1 / /' \ I / SIDEWALK AND SIGHT EASEMENTS. v // /' r I / D.B •" PG.• /j '• / •. SJg.58'ppf I i / SEE NOTE 1 / :' / ,.•. 2B1.pg,\ I i / j i og/ •,i �_d%j �`\ NEW 20'PUBLIC i // / �••.. o. �.('- - - >_r:�'o°%` _ .-. , DRAINAGE ESMT •i / - i' , :3--'"Ei_72_3t_/, . `--� / /S 22�5 /^M i -•.-..J i r„ qf\ / �7 � �JB� �'f f /' // Shy /: ^ i, `' / J,/' • j' )-��`S\ f i / (45.749 ; %, >�••- • ( / / NSW 21'00"E '4f / o DE ESMT. O Aril ., OF\•\ •� APPROX LOCATION OF // // c24 78 // erg\\`3� &lII / ` `� EXIST 20'SEwER LW / �0 � �` `t' / ` ° �'� EASEMENT E / / 5699 ;5 '�..; / _i -.,DB 1729 PG 31 / •` � '? -y, `.•/4,/-• •ACCESS EASEMENT i >,•�,• /'%o/ / "AVEMORE LANE" nI (43.44') �5 ry O' ) Iv / i /�/ ^ `0/ NEW 41'AE , f�• f �T� , / IRS (j,//:J / I;\� \ / AVEMORE LANE" "i / / NEW SIGHT i I / \ , i •/ . cc Q 1 / :vim ,/4� r ESMT AREA I $1 /� ' / L ! /`•• ; / / / i', r S81.57.31"E 164.93' = ,i i �, -- h a. / / r' NEW SIDEWALK I• ��l// •i �35� �:;.� NEW 20'PUBLI / / ! \ h /% "`QQQ��� '---, •-•, / !y t`�' '/" • ESMT AREA I,,f%/ • % �•, SAN SEWER ESMT / ' ,/ S87.40.07"E 161.63' iS, %ij%i ��• / % o EXIST ACCESS / ;' �; /`%" NEW PARCEL A qe sF •h D B EASEMENT 315 / c(� PA C./% •' NEW PARCEL B /," j%'' 13`% 4,0,. 2OJ96 Ac. �:� ! / ; //O F i�i' c2D.e81 /EXIST PERM DRAINAGE 4A24 Ac. N! !j.1l, -4-14 3.,, �''-•• •L�, `` •:�;, / / i i" /.;:------ & SLOPE ESMT r- "co`•/ t•,.coc,. `'•. �:� •, •/ /r SEE NOTE 1 / ? / D.B 1729 PG.315 i c�, 1 7' •osVn'4•• `y' •/' I APPROX LOCATION OF I ty ! Y /LI'>`- �- �� M EASEMENT EXIST 20'WATER LINE �` i l J !� O •-- v4'._�'.NO9:`i: .•` ;. /` D B 1502 PG 173 ! ! EXIST 50'ACCESS ,, r/` �•'j!g•• `/'` �• / �/ !i SEE NOTE 1 / i r EASEMENT N 3 i J i :��; �� / `% //*' i to ` PS D B 1267 PG 147 / 1. `•..—..?• r i. NEW 24'AE li % 1 / 1 /" i, 2 i i� i i• ` (;. �,\: •.� PORTICO WAY" I ! i IA _ 1_ • d' I 1 /N28•�'S3•'W I i ••;j..�z t , /i/% i= ------- j a / i 169.10' l�.. •` n• •41m'•t 1---., i i i i.- / 3_ _ / NEW 20'AE .! `, ; ,o /" r- GARN ACENTER OR. i i! I�i.•. t �� __ ' "CALVARY CIRCLE" `'•',a�o�--`�% i i �i %i/ i 2 11 •MATCHUNE B•(SHEET 4) ��~�•;__ -.._.._.._.._.. .._.._.i �.�. ?L;-.•/'�•r•�- -•Cr.._.._.._..-.._.._.._.._.._.._.._.. _yam, __t �4P._.._..-.._ _._.. V�. ' .�.._..-.._.._.._.._.._(SHEET 4)J-'._.._.._... —/--------- f) �� •r / / TI%P 78�`B/__ / j!v.j 4z. j! /mac i MATCHUNE B ! ` IPF� IPS f l i-•, B9-/ �,oy� i i'i // i f i - t= �& EXISTING 8'--� , , LOT IA w `j-�� _ /a �f� j/ i i 14105' TITLE: SCALE: 0 ...v W= RESUBDMSION OF THE PROPERTY OF DAT£r 8/29/03 ENGINEERS REV./0//3/03 0 JAYES„Al W SURVEYORSAVEMORE,LLC DRAWN a�': :$•a JJL • 2 PLANNERS IF THIS DRAWING IS A REDUCTION WWA NUMBER: 4 �SSOC� s RIVANNA MAGISTERIAL DISTRICT 40 GRAPHIC SCALE MUST BE USED ALBEMARLE COUNTY VIRGINIA 20Jo�09 • N. A,s 0- • ■.. �, 147 Mad.RIDGE ROAD ' fILE: `b SUR�� .- I ..- LYN PHONE: 4 .5I 6IA 24502 9409PLATl PHONE:434.582.6173 SHEET: 50' 0 50' PA 434.582.6179 ___-------X i ATTACHMENT B NI / t I / W: / WI / / ZI �— // / =I �-, // / _ / c5. ,o / —� F / i v 'ILE RAY // 1 iLOT 3 / / 1 j 1 LOT 4 / \ ,4 S I ! 1 / 1 \ \ r4i. 1 1 1 / LOT 5 1 \\ \ S` 4.•/4 F \ O 4, l 'cO,yj.// 1 LOT 7 \\ T� \\ ry to ,v1 c'/D I '. ! OB�Yq / LOT 6 15 \ tiF 4,0 I / •,3jS / / � \ I �N f ! `IPS f 0'PUBLIC ! ��/ / �7 \\ \ „E ESMT j / \ I i �/ LOT 8 / ' 1 1 e // \V / ` /'' / / \ :N/ I 1 3'F / LOT 9 J I N / I5�823 �\�/ IJ� \N\ ` � \ / N \ram' i JI \ • N EXISTING PRIVATE CONNECTOR I i NEW PARCEL A I LOT 10 / ROAD ACCESS EASEMENT i NEW 20'PUBLIC 20J96 Ac. 11 / \ 1 / ti4, //'! /` �' WATERLINE ESMT I // ` / C J` — y� . . �\ —� ;.r y % f /r T f r / j J \' PS AT / OPEN SPACE i/ I Nv f j / OAK STUMP) / /' / I 1Q 1 '' 'k'f, S.09• i 4 I yz 1 jS.•.. . i j /`•• 7-• /', 2J4'86 4q F /i fl rl • .. /'.7 1YF W C. / 4./ / '/ / i/I i 7) I I g, =i /, .i yI, 1 / / 4' _ `wf` IPS S12� i• /'/ / I I i). •:'•• / / /-_.. ^•-. 02, , j '/ 1. ../ /'/' 'q.f` 100 33, / / / 1 _ Jl <I 1-pj %/ / •00, '4 / / / IPS ON LINE -- 1—' =j i%•�) / i' /' �/ ;S AT 50.29' .- / Ui S• 1W�51),/;ii/ , J. i ///IPS p29S6„• �� � 1 x ;S�o i i / i �.�, ;• �: / // G N� "A" I -..-..-..-. !-YATCHLINE C (SHEET 5) .-..-.._.._.._..-..-..-..-..-..-.._..-..-.._.._.._..-..-.j-.i�y ..-.._.._.._.._.._.._..-.._.._.._.._..-.�.:�_.._.._.._.._. %..-. .._.._.._.._.._.._.._.._.._.._..�.- _. ..L.t._..-.._.. r,_.._..-..-.._..,_.._..-..-..-..-MATCHLIN C (SHEET 5) ! ' 3� opt ,, I .._ i C �. �i wf , / I. //,/ i a 1 TITLE: SCALE: O a r- o RESUBDIVISION OF THE PROPERTY OF DATE: 8/29/03 ENGINEERS REV.IO/13/03 .9� ' r, SURVEYORS AVEMORE,LLC DRAWN BY: JAILS, �'17"" ,JR "I:a7:.:, PLANNERS JJL *402 WWA NUMBER: IF THIS DRAWING IS A REDUCTION 7 ��+ RIVANNA MAGISTERIAL DISTRICT �{ GRAPHIC SCALE MUST BE USED ASSOCIATES S ALBEMARLE COUNTY,VIRGINIA 201094.09 'S �Og III ■ . 147 MILL RIDGE ROAD FILE: 9404PLAT2 / 4 �,� NCHBURO.vm011'i11A24so2 w 1 'AA,�L S UR`� III ;■ LPHONE:434.5826175 50' 0 50' PAX 434.5826179 SHEET: SURVEYED SEPIEIBER14,2001 3 Of 5 i fv25.18.53.14, ATTACHMENT B -, .. • . , ,.... , ., '.. .;;,... -\,„.• 1 ......---. r r i - • .,,,,, i-F r.1-4---.. lir, ... \,4,1 1, ii // ' ! ' 769 10' 0 4 , tiE w 20'AE ' -../ *--, t ......ta‘• / i ' / • ! , / • .., GARNEPT CENTER DR / , ,... ! Lo --- 1. 4, "CALV Aro CIRCLE" ..... •-•....4:\:..-:, 4. *.s. %•••° --.J / e / -- r5., ---- 4._i . --,. , • iAqctiLINE..13..tp.tiEET a)...i --- !..7._ / ------,---4//' 78-58 1.••• /..i..,., .,, --_ i i / v-/ •-....'•-....1- 7 ilY I •.,••• ..:_ • --r '• 1.. __-- --..,-4....- ,, . l• -- 1 in i ;.- •-.....gl.b /1 // ./ b-7.:-..-:•-r-7-':7•:71:7-7:17.---------" g i.1 C.,- IPF I i t LOT IA ii:;4._j......... // /I :La IS •)ii pe_ / kr •••• •••••. . ..... -. E XIST NG fr•-•-•••1 1•••—:, .0 .i. (41.05' • , •-,, SIDEWALK I : • , I 1'Cal. ( • k 1 sv - r-.. --L 1 (oi- --- 1-4p "-•-,. ,.. -- ., I EASEMENT I • -... : ( . .--- ! ;•!'--,, .0.'8 i i • 1 I '..1,, ,------- • ./.6z2 N21*3839W--/ ..... ...... ..4-T:-.1.---.,1-4-:-7,-;:-.. .::::-...,,_'::••••,fis..1/17//I../ .(4( iz i j I,I , 1 IZ i .' 156.01' .= IPS _\ x '... !' ,•"-..1,--..,''.: . • -, ! I •x • • • (4') 2 NEW 20'POND IPS ...--1 -.' t'fr ----. I / J ' 1 Ls' ' ! : ,c. LOT 18 ACCESS E5MT --... P.Te `,.. i i I N;i (57.141.1 .- ..... .. ' Os --- 4(0 '-- .." ' '-'• ."..•,'. --:::-. "'.. I '-...--... ,./. A i 1 '': • ---.' ,. ......li, 7-ss......j21 ',... I / !I tif-4-... ()IPF ', • 1 i r:14/ (0.-----, \ -16„'-- '--..,_ -`,.- i ---.. --4.t.... / • 1-.. ! i ..'1* cl -- I'Y -.- 'I"' ' IPF ON LINE ••••:;44-.:".1.:‹.-.',...:: :•,i / • -.''', 6. ."--.......„....4...-1(---NEW 24'At'"....z,.."....... •-•.........,,...1,•::, .....:x.. ........:::::::: ! --••-1,,....vit6; 07-/, (V-". 1 13-?-.' -i-..''.1 .. AT 30.00' \ ,,, -...... ...."... I ---....t. .„.., , po-../.. ......,,,....: . . ., c\I , / , . s-A_ i -!.--- LOT 2A IPS 1',1'Il•1: '7-•-. --41, - * l. --z•--. ''---."-t3,-.* '.....1 i ...)74.... ()IPF ts) !IV-:; -....:::,-..,-..,:"':;I'•...---. ' <, is 4// i .-.Q,/ ---_ NEW PARCEL B 0 or ).9 i 1 ikl . __.., 4.024 Ac. 0 iv .,... , -, / i ,i? : i' 4 0 . -f'. • — I c% ''''$ '--. : ..... -, , , /, , ,,,,‘ i LOT 2B C?11': \ IP ••• .'''--, ',.‘ C:::, 1;•.' i i ii 40 / i'4•41...., ±4) . . ‘ "?- \ , 01.55' tE.. /• / /.7 4, ., /Ai It- --, iy? .-.. ., -.. -. . .... ! L s '-/C-/ ii ft,/ /./i... %o „,, -,, LINE AT 158.07' 0 4 i --;*--7--" . /ip ; `1 • (,' ,. .0.. _ / / .-// 1).,.' , 6 i ! / i ' ‹e,, :sk_ -,Q,i LOT 3A c‘i (r) to 2 \ 410 9. --- ! Q i i / , //,,, k, ..., IPF ON LINE --(\-.1 11'46„ N D "•••/../f..:-7,-., • • 1 i 42 Sr ii.i. / .4, --.. ---.. -.5. AT 56.06' AREA WITHIN z '---:,,,2„.,:••••/-L, / //I -•.-/ 4/ •-... r DRAINAGE ESMT a.'\,30' •98, i •-.....,,>;"... . LC:0 LOT 3B RESERVED FOR c:916 • •-, -- ! ,(r i ,//1 ./ /i,4 / 1 / / APPROX LOCATION OF RETENTION POND ! , • 'N & /l' c.. //., . --, EXIST 20'WATER LINE IPS 0 `-;...1 1 i ,1 /i/ EASEMENT \ i / // ,./ •... '•:.;.- t • DO 1416 PG.205 I. / ." --"' -'--•-IPS L.- ! 4..----r---......... -.... - EXIST 25 jj ! i i i 1 •ti. I ' ...•VI ! LANDSCAPE —r---. , / / / ... , EASEMENT ; i / // / / i ,R,.c 1 IPS N58°0231"E ..: a 1 D.B 1612 PG 327 i •/ /, NEW PARCEL C o I / i 2936 Ac. • / / I/ IPS I li i k / .4 ca ••• WILTON COU:YTRY LANE PS \ i EXIST.20' i f 4 30'ACCESS EASEMENT '1, SEWER LINE ' / /1 / i.... I-. 0 CN 0.170 EASEMENT , I: :I I 0 !...1 D.B 1416 PG 205I . : .!'/ I: I I i 3r 'S 0 1 1 III 'i ,., \.. <t• .S---1-- i i I 1 I i e i 1 i k!, 375.86' IP 0 92.97' 0 • 105.53' IPS i N35°38.07"W 574.36' IPS 1 —EXIST 20'SEWER LINE r! EASEMENT C5.841 3 D.B 1416 PG 205 NEW 20'PUBLIC 1 SAN SEWER ESMT 4'0,N e.o Soot <44z., _ . ' . i. . if <-0 /0 WILTON ASSOCIATES.LP. IPS ! 40 0.B.1130 PG.125 DAP 78-8B ' i .93 —EXISTING I_NG 20'WATER '.----LINE TEASEMENT !L 1 D B 1274 i w I I44 ...... i 0 :Z 17 :S 10 .I-- !.14 TITLE: SCALE: 0 , •t014 A • '',1: W RESUBDIVISION OF THE PROPERTY OF DATE: 8/29/03 0 '44••• ENGINEERS REV./0/0/03 PTAX , .,',4t'AI"' •••0 • • : SURVEYORS AVEMORE,LLC DRAWN BY: JAIES~tsoIR. • JJL ?'.'": •: 7' PLANNERS *402 IF THIS DRAWING IS A REDUCTION ASSOCIATES RIVANNA MAGISTERIAL DISTRICT WA NUMBER: 201094.04 GRAPHIC SCALE MUST BE USED ALBEMARLE COUNTY,VIRGINIA FILE: • Ill AI 147 MILE RR5GE ROAD N• - -ivv- . CHBURG,VIRGINIA 2A502 PHONE.434.3SL6175 9404PLAT3 z)suRv 0 • LYN 50' 0 50' PAX:434.5426179 SURVEYED SEPTEM33E9 14,2001 SHEET: 4 OF 5 ATTACHMENT B g/ ." -'' I 1 •, / / .0, .,6•., .---_..- <-9, • ---- ...., / ,/'•., -. ., / • / vro 's "A" i • -r • , %F,:..,..,, , , , -..., -..... , , , / ' • MATCHUNE C (SHEET 3) l .' , TATCHUNE C (SHEET 3 ..., / i / / v• ^.) / 4„, t, , t i .4- . • / / 1 / --/ • i bi. .1 ,i'`-./ I. 4,v,/ i / / x• -,, • / / 0 i o 1 4 ; 4.'. ; i apt ......: / ; / / y i 0! i 7 / / • ' /.... ..,..% 7 / / ,3. • / / , -..., • ' / , z• ' i / '4-'; -... ...., M! I / / ,-,/,--i/ /' 4 x• / /jp / / : 3.7 I •-•: — Ir ,t ', / ,- .10./ ;) 1 , ..., NEW PARCEL A 4, I • EXISTING 20' • / / / I ‘t / / SEWER ESMT •• / ,•• / 7,-.....„).4 20J96 Ac. , 0 / !'-• /// i // / • / / D B 1729 , • / 4_ PG.315 i • / • .....s..../ / , --...,...... 4----, 4 ,, --.... , . ," Is , ' , , ,... • r i ,, • ./.' ,." / - ' .**Zt-aa.•:::- • 1 --.140 / / A / / / .., . .• '••'• •-•''•----i-- ':-/ • 74•B-e6t$,,,,,. • „ ,/ 4, / / / ..•---.. i, ,.--......,/ / / / ' p( •=4 j ',:'--. '-.;• 6 --, / i N -,t., NEW 20'PUBLIC " I / / s„, • ::- /-,, --- --. •=.."-,. '''/-/ --.. • / o• / -, WATERLINE ESMT / / / / / / --. • •'/ • •-.. "/ ' / / i r'--::•••'--,--:se.--::::,- NEW-'24:,..AE // 4°/-.7(. ,,,....... / . / • 0' `..",, ..- e "CALVARYCLE" i/ ,, , / ---. / / . / / --... --,-..--. ,.. , // / ; / L8 04,,, 44,, i ---:-... ---,-..... , •••.::„... ••••::".. reef,..... .ko.... '• '---•-/ i.. /•• / \ 1/4/x•D...*Pi,. .. r , ...„ , 4, I: „ i ......::(.. ,...................z.z... \ ...../ %.13.,17 • / '.•, ', "-, • . I I /. CO ',........ ..,..*"..',... 'Z.', ...... /44: 1•cf. ',..,„:"" .." ..,de -..„, / , / / - Vs,:-. • r-NEW 20'PUBLIC --=--. -"-----:--- --- f "'AV'N --we, ' / /,' / / ft / / DRAINAGE ESMT • k, ,.% >3 -- , ///- Ix `--., / : . / +40 Ar ...- ..7...- .- , / \ .1 ,, ,' / , / / / --- •,-,,, • , -•-1 4: / ! / ./: p -9,, •-,.„ -.... NEW 24'AE ..„,,E. 52- .% .„ 14, ! , \ / /*--. , - • ,---0- \--.14S\i \ 1 / --- , / . I i I. ----.. .---.. .---"-'..9 '--- %-:.:---- -- -- .,..,...- ...-- 0/41.. \ \ / / - --.. I / / 4 I Ce -.>"'' --: „ ,.../ ; 0 " . -,../ / / / • ''>... —...,,..C.2.4461_4UP:1V_—11L3.4:—V.Z.1 %,..,_ \.....\..\.,„.., i ‘..; s / / / AREA RESERVED FOR /-7) 43e : / / SEWER EXTENSION i - '-' ", 5 L28 IPS \ *.• \ \ e, • D.B.1267 PG 155 i - 47. / ‘-‘/' o . • / ,... (9.44') /.5 \\ \\ ./ / / ! , 1 Q6, ..* V ,'. •je,..''‘I, \\ \ ...."". / / ./. NEW PARCEL C .--- ).„.... •...---,...)IPF ! 2.936 Ac. -- .., 2 i ___ >rl. t\ i /' / 0 /. .,..-0 • ^) ./ ,/ „...... MARLE HOTELC L.L . I NEW RETAINING (5soo.iiiii \ ..............--- ...- ALBEMARLE -• ...-- .--,„ ‘Nk 013.2229 PG.299 TMP 78-9 I WALL EASEMENT . 22'WIDTH \ • / -3- .--'. .--* ..-- ....-' .....•..-*,,,.. .- , I . ...-•., / .--* .../ ..,.. •••• / .--- ...." ....- . , , . 4,3 --3. ./ 0 ,. I o r / ... .., . , 0 .' ,. 53- .--_ •-• N.. .• ,-e .•",..• / .-' 9; l.CI I .NOs1S34 \ 1 tizf-' - . /.‘ %.3 t7' ,•• •'".,. ,.- --,. .-- • I EXISTING 20' • , o ,.' „...-• ....„. .... 4t., i • -t-A, i- ....'" / .--" v I SEWER ESMT D B 1274 \ : • -•-• . . I PG 586 • I li- ...-- ..., 2) o f; i - . . i --- .., .- 0 el, . , ,..,i ,-- .„ --- \.- --- - ^'WATER *i IPF ON LINE 4,,, NOTE :'ENT t-i AT 20.49' .-- PROPERTY LINE FROM POINT "A" TO 6,. lip, POINT "B" FOLLOWS ALONG CENTER x ..- LINE OF CREEK AS IT MEANDERS co i ---- .....-: ..- o! .....-- oi! z• 2 I x: u 1 ---- <1 x; I TITLE: SCALE: 01.- .._...... RESUBDIVISION OF THE PROPERTY OF DATE: 8/29/03 0 % 4.1: ""'"•"". REV.I0/13/03 4 tr ENGINEERS pt, . ,,,:,4 i , SURVEYORS AVEMORE,LLC DRAWN BY: JAW64441fIS•a.1. JJL 4031) *402 • %WA NUMBER: As'''';'-'11-' '. •A PLANNERS RIVANNA MAGISTERIAL DISTRICT k,-- IF THIS DRAWING IS A REDUCTION .• GRAPHIC SCALE MUST BE USED SOCIATES ALBEMARLE COUNTY,VIRGINIA 201094.04 FILE: z ,C,P ,li, , 1111 . - .11 -'• 147 MILL RIDGE ROAD - IVI)S UILVV:1'°* IN 111 LYNCHBURG.VIRGINIA 24502 PHONE:434.582.6175 9404PLAT4 SHEET: 50' 0 50' PAX.434.582.6179 SURVEYED SEPTEMBER 14,MI 5 OF 5 061 062 3 _ `�0' ATTACHMENTC -'\62-23 • /14' - Pa ''''--- ,8. ,/,-, " SUB 03-040 AVEMORE FINAL PLAT • :/• 9. . #IN - 8--SEE 78B:a' :1 --------- -SEE 78E :� 11 7,.d,1� : i3 ,.M i 78-9 `- SEE 78A 1. '•— Dalin f ` �min~l �Ij .r' s 78-128 4 ,�10 ur,�. mn t �n I ,7�; -4 y.� a 411:000 -....:....,:-;-...i.,;.-I 1 : ".77 0:......--- �1 �� II \• 7855A6 t ��.�' " '� 'TM'" l , . ,r y N. '' , j • .. r SEE 78B P_ art 2 78 51 78 So SEE 78D ' nw a n»r 'sue ^ % : • /----.„.:...j-1. 4. ,\ . • i) \ .... 11 .. tp:(:::: ...// , 4, ma ,...7— / ..) 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See Map Book lntroduchon for additional details 9 \ .-`` ATTACHMENT C \ ib!-k Q'' >F MM` • `6 1 ,8F 0,9 M 4. 11111 w `�� 8F Oq 1\14 4..,14 ); B c1111 1111:111:1:1011 8 8 B, ,. /,../ .. ./0. .-cFw_i.o 1(,t ?1i1uin d\1 k1 11 78B-3-16A ip y �� �� "P\, *7 8 Q 8 J 8B-3.4A it w - V9 SUB 03-040 AVEMORE FINAL PLA m 78B 3-4B 7 \\ \ \\ 78B-3--1 C� / u ILrONFA. r 78B-4--1 I ...... ..... ......_ r____ . , ____ , . __.„, ., , ,... r.„,---\ , ,......_ . ... ........., ...... .. ..... . „.. . ..... . ...... . _,....., \\., .•, „,, ,...,_ . _, , ..... ...... .„.._ 40: _....... ,..., ....... �AlbScaieemarie County Tax Map:078B Part 1 Ft rE 0 110 220 330 Wilton Country Homes- Greenbrier Office Park r6. Note This map is for display purposes only /� \&' .'• See Map Book Introduction foraoditronal details ATTACHMENT D COUNTY OF ALBEMARLE A.of Aca .,i Plan Review Comments Department of Engineering&Public Works dU®_! (434)296-5861 Fax (434) 972-4035 ,: www.albemarle.org/engineer Project: Avemore Plan preparer: WW Associates, Inc. (fax 434-582-6179) Owner or rep.: Stonehaus Development (fax 975-3542) Plan received date: September 4, 2003, 14 Oct 2003, 11 Nov 2003 Date of comments: October 3, 2003, 24 Oct 2003, 21 Nov 2003 Lead Engineer: Glenn Brooks, Senior Engineer A. Final site plan and drainage computation comments: 1. Comments on the plan have been addressed. However, the recorded plats must be received prior to approval, indicated in the proffers; a. Proffer E requires the connector road's right-of-way to be dedicated(recorded)prior to plan approval. Necessary drainage easements should be included. b. Proffer H requires the right-of-way or easement for a sidewalk along Rt. 20 to be dedicated (recorded)prior to plan approval. B. Final plat comments: 2. Comments on the final plat have been addressed. The bond amount for Fontana Drive improvements, Avemore Lane, and access to parcel C is$322,850. The owner will need to complete a bond request for and construction schedule to post the bond. Please contact Pam Shifflett of the Engineering office for questions regarding posting bonds. All improvements must be built or bonded prior the Engineering Department recommending approval of the plat. C. Road plan and computation comments: 3. Road plan comments have been addressed. However,the recorded plats must be received prior to approval, indicated in the proffers. a. Proffer I requires the right-of-way for widening Fontana Dnve (for a possible left turn lane addition)to be dedicated(recorded)prior to plan approval. A 12' widening in this area would appear to suffice. D. Stormwater management plan comments: (Mark Chambers, Water Resources Reviewer/Inspector) 4. All comments have been addressed. The stormwater management portion of the water protection bond is $98,000.00. E. Erosion and sediment control plan comments: (Max Greene, Erosion Control Plan Reviewer) 5. All comments have been addressed. The erosion control portion of the water protection bond is $341,000. Please contact Pam Shifflett(434-296-5861) for additional information concerning the bond. Engineering Department approval of the construction plans will be given when all comments have been satisfactorily addressed for items A-E above. A grading permit will be issued when approvals have been granted from all applicable departments and agencies, an erosion control bond has been posted, and a pre-construction conference held with the contractor, certified responsible land disturber, owner and county staff. Copy: file 2223, SDP-02-138, SUB-03-40 File: Avemore(7)fsp ecp swm rp doc