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Home My WebLink AboutSDP201900064 Plan - Approved Initial Site Plan 2020-01-23INITIAL SITE PLAN PROFFIT ROAD TOWNHOMES SOUTH TAX MAP 32, PARCEL 35 ALBEMARLE COUNTY, VIRGINIA LEGEND OWNER/DEVELOPER BUILDING HEIGHTS VICINITY MAPSCALE:1"=1000' Albemarle Land Development LLC Maximmn Allowable: 651t - tt EXISTING NEW DESCRIPTION 1949 Northside Drive Maximum Proposed: 30 n �k "'Al R P 0 lit TER, TER .A ` Ad spa Charlottesville, VA 22su EXISTING USE ao boundaries 4 Aox s� ZONING Single Family Dwelling BENCHMARK SITE PROPERTY LINE R15- Residential per ZMA 201800019. See proffers Sheet C2. PROPOSED USE r�Rs OJT erc -------- - ADJACENT PROPERTY LINE SETBACKS 40 Single Family Attached Dwelling Units, 13.6 DUA 1 VACANT PROPERTY LINE Q- MaximumDislurbedArea: 3.32 acresAirpOft R9ac�AVID 4'e�tef IW9 t = FronC y , t>? BUILDING SETBACK Minimum 5 f1 from right -or -way or edge of sidewalk if the sidewalk is outside of right-of-way LAND USE SCHEDULE Y�y Maximum 511 from right-cf-way or edge of sidewalk if the sidewalk is outside of right-of-way $r` " -T- - PARKING SETBACK Side: (Does not include right-of-way dedication area) V SITE l E ACCESS EASEMENT Minimum 5 1t, unless the building shares a common wall EXISTING Area Rear: Building 2,458 SF 25.3% y'�olgf9e{ls AotFi - S P R I N,0 F I E LO site text Travelwa 7,244 SF SF 74.7% 17d Minimum 20 It y `r,e NOTES hnpervious Total 9,702 SF 7.6% A# S I G T 0 N !. , �".+ s* DISTRICT open space 118,416 SF 92.4% P L A Q E Th" UPS Stgfe 10 10 PARKING COUNT r . J ✓ ^, Rivanna Total= 128,118 SF (2.94 ac.) r r..wx DIMENSIONS �.+'�- c)o 'target' ✓ Y # ground SOURCE OF TITLE PROPOSED Area % ;Fodduori 31 FOREST' RIbG.E Building 33,000 SF 43.2% g,q.. GRADING EASEMENT DB 5160 PG 296 Travelway 43,401 SF 56.8% T)n1fPro0Gt111 '$' ,vwar"v_ - 310- - -1C- INDEX CONTOUR DB 512 PG 616 PLAT hnpervious Total 76.401 SF 59.6 % a �� er ,Z, ,1.- Openspace 51,717 SF 40.4% i , -31z-- 12 INTERVAL CONTOUR SOURCE OF BOUNDARY AND TOPOGRAPHY Total= 126,t16sF 12s4ac.) Roily MembdaiCardens F9RE^oT kAKEs El 311.5 x 57a SPOT ELEVATION Boundary &topographic survey provided by: Map provided by Google.corn 311.5 TC " Roger W. Ray & Associates, Inc. (April 15, 2019) OPEN SPACE 5] X TOP OF CURB ELEVATION / in re wtopography provided by Axis Geospatial, LLC (March 14, 2019) Required minimum of 200 square feet open space per unit, not to exceed live percent of gross site area. '311.5 TW 57X TOP OF WALL ELEVATION Site area= 128,118 SF z1} sw BENCHMARK Required Open Space = 6,406 sf 11. 5 R',V x 57x BOTTOh1 OF WALL ELEVATION RETAINING WALL Datum for topography is HAVE) 88 Proposed Open Space = 7,000 sf (includes 2,000 at lot lot) STAIRS FLOODZON E building According to the FEMA Flood Insurance Rate Map, effective February 4, 2005 PARKING SCHEDULE BUILDING (Community Panel 51003CO285D) this property does not lie in a floodplain PARKING SCHEDULE FOR TMP 32-35 ROAD -EDGE OF PAVEMENT RESERVOIR WATERSHED I ROAD- CENTERLINE MULTIFAMILY PARKING: TWO OR MORE BEDROOMS, 2 SPACES PER UNIT. This site is within the Powell Creek Watershed. 80 PARKING SPACES REQUIRED 89 PARKING SPACES PROVIDED ROADFRONTOF CURB This Bile is not within a watershed of a public water supply. ROAD BACK OF CURB CG-2 STANDARD W CURB WATER & SANITARY SERVICES TOTAL REQUIRED: 80 PARKING SPACES SHEET INDEX TOTAL PROVIDED: 89 PARKING SPACES CG-6 STANDARD 6" CURB AND GUTTER Site is served by Albernarle County Service Authority. C1 COVER ® ® CG-12 STANDARD ACCESS RAMP ITE Trip Generation SIGNS C2 PROFFERS SIDEWALK BIKE PARKING ITETripGen, loth Edition AM PM All signs and pavement shall conform with the talest edition the MUTCD Guidelines. C3 EXISTING CONDITIONS S H I M P ENGINEERING A sign permCounty must be issued in accordance with the Louisa County Sign Regulations prior to placement of any signs on -site. .coo vv\ nmc Isn. eEstcntcw�r.nr,a..awntero�Ecr M;r:aca,.m PARKING SURFACE Use Description ITE Qty in out Total in out Total Contrac(or shall provide handicap signs as shown on plan. C4 SITE PLAN Design FacuseJ Engineering - CROSSWALK Single Family Detached 21040 Units 9 26 35 29 16 46 cne ® HANDICAP ACCESSIBLE AISLE Trip Generation reflects AM and PM peak hourtraffic. C5 GRADING & UTILITIES --,p, Ace02 HANDICAP PARKING k•� material GENERAL CONSTRUCTION NOTES 0 CONCRETE9PAVEMENT-SIDEWALK 1. Prior to any construction within any existing right-cf-way, including connection to any existing road, a permit shall be obtained �p,1,TH RIPRAP from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the ermit.Where an discrepancies occur the requirements of the ermit shall govern. ASPHALT P Y p 9 P 0 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise GRASS �V p nosed. EC-3 MATTING 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be U JUS'L7. SHINI installed prior to any clearing, grading or other construction. 1 o. 45193 EC-2 MATTING 4. All slopes and disturbed areas are to be fertilized, seeded and rwlched. 0 we 0 WETLAND S. The maximum allowable slope is 2:1 (horizontle.ver(ical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be GENERAL NOTES Sty.-- A G TREELINE acheived. I1 Fri Ate' AS`y70NAL �� 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is - x x - - x - x - FENCE deemed necessary in order to stabilize a drainage channel. 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on `�� Ubmitlal Type STREAM 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer Reviewed and Approved by the 8. Unless olmewise noted all concrete pipe shall be reinforced concrete pipe - Class III. shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for utility confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground Commv ity 9evelopment Department 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these Dail,,,,_(. UTILITY EASEMENT 1926). conditions shall be met at no additional best to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior INITIAL SITE PLAN t t UTILITY POLE to the start of work. FI� r ® ® LIGHT POLE GENERAL WATER & SEWER NOTES 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect �,/ ALBEMARLE COUNTY, VIRGINIA structures frorn damage. Replacement of damaged structures shall be at the contractor's expense. - PROFFIT ROAD 0 - OVERHEAD UTILITY 1. Work shall be subject to inspection by Albem arle County Service Authority inspectors. The Contractor will be responsible for notifying the 3. The contractor shall be responsible for protecting all existing site structures frmu damage and coordinating work so that the owner can I 1n/ A' R /� c {� Oj O MANHOLE proper service authority Officials at the start of the work, make necessary arrangements to moddylprotect existing structures from damages. TO r Y , \ H O IYI E V 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the sanitary & sewer approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. Virginia Department of Transportation prior to completing any off -site work. SOUTH 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of _ STO11h1 LINE the Albeararla County Service Authority. construction. ROOF DRAIN 4. Datum for all elevations shown in National Geodetic Survey. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 5. The contractor shall be responsible for notifying'MISS UTILITY" (1-800-552-7001). 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, J[_Qi DRAIN INLET 6. Al water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the feral pipe, over the centerline of pipe. This includes manufacturers specifications and laboratory reports. the owners approval of submittals will be general and will not relieve the the all fire hydrant lines, service laterals and water lines, etc. contractor from e co the responsibility of adherence to thntract and for any error that may exist. SUBMISSION: DRAINAGE EASEMENT 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. All bare areas shall be scarified, lim2ed, fernized, seeded and mulched. APPROVALS ,,tt STORM DRAINAGE EASEMENT 8. Valves on deadend lines shall be nodded to provided adequate restraint for the valve during a future extension of the line. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. O 19.11 .O`F 9. Trees are not perritted in the ACSA easernent. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be elirninated. REVISION' STORM SEWER EASEMENT 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 11. Retaining walls require separate building permits. _ SANITARY LINE which amends the Safe Drinking Water Act). 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department UI 11. Nip iublic water and sewer facilities shall be dedicated to the Albemarle County Service Authority. frorn the main to the structure. Current Development Planner Dale „ - s -- - s - s - SANITARY LATERAL 12. Bacflow prevention is required for all connections to the water main. SANITARY EASEMENT water VDOT NOTES Curren) Development Engineer Dale w - w - WATER LINE VDOT's land development south staff (540-967-3715 or 540-967-3716 shall be notified 48 hours in advance of any anticipated roadlshoulder 0 0 WATER METER closures",'The permillee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at setup and take dawn to VDOTS Smart Traffic Center (540-332-9500)', "Copies Of all independent testing reports to be submitted to VDOT for verification", "A minimum WATER VALVE AND BOX 48 hours advance notification of a proof roll of both the subgrade and stone base is requited by VDOT.' 'All areas excavated below existing Fire Official Date FIRE HYDRANT pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximate 6:1 wedge, against the existing pavement ..dace for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the lie -in WATER EASEMENT and mill of the adjacent travel lanes.' "water lines, sewer lines, etc. crossing future VDOT maintained roads have tube sleeved with ductile iron FILE NO. as pipe'two (2) times diameter of the utility line)' And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or Building Official Date g-- runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. 18.041 GAS LINE COVER Albemarle County Service Authority Dale Virginia Department of Transportation Date SHEET Cl OF C1 Original Proffers X ii. Atuld-Family: Off street parking serving multi-fanihy structures shall be OWNER: Amendment relegated to the side or rear of buildings adjacent to Proffit Road and shall Albemarle Land Development LLC be accessed from the internal road network. • Residential Units: A maximum of forty (40) dwelling units shall be built on die gA- PROFFER STATEfNLENT property. 2. INTERCONNECTED STREETS AND TRANSPORTATION NETWORKS: By: Albemarle Land Development LLC Upon demand by the County, the property owner shall prepare and record, at its sole Z,vfA Number: 2018-00019 expense, a deed or other instrument (collectively, The "deed') establishing an access Title: LLC Member easement for the purpose of providing interparcel intercmmectivity. The access easement Tax Map and Parcel Number:03200-00-00-03500 shall be for tie benefit of Tax Parcel 03200-00-00-029DO mid Tax Parcel 046134-00-00- 'Tax Map and Parcel Number:03200-00-00.03500 Owner: Albemarle Lard Development LLC 005A0 and its owners and users and shall be located to provide access front Tax Parcel 03200-00-00-03500 to any future road on T'ax Parcel 03200-00-00-029DO or Tax Parcel Date of Proffer Signature: June 26, 2019 046114-00-00-005A6. Before the deed is recorded, the property owner and the County shall agree to the terms of the deed, including the access easement its location, width, and Rezone 3. 198 acres from R-1 to R-15 maintenance. ALBEINLILRLE LAND DEVELOPrNIENT LLC, is the owner (the "Owner") of Tax Map and Parcel Number 03200-00-00-03500 (the "Property") which is the subject of rezoning application ZMA No. 2018.00019, a project known as "3226 Proffit Road' (the "Project"). Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be applied to die Property if ZMA 2018-00019 is approved. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that they are at authorized signatory of the Owner for this Proffer Statement. 1. CONCEPT PLAN: The property shall be developed in general accord with the plans titled "Zoning Map Concept Plan 3226 Proffit Road" (the "concept plan") prepared by Shinip Engineering P.C., dated December 17, 20t8 and last revised June 24, 2019 and shall reflect the following major elements as shown and noted oil the plaits: Right of Wav Dedication: Concurrent rvith recordation of the first subdivision plat of the parcel, die property owner shall dedicate a portion of the property along Proffit Road, as shown on the conceprplat, to publie rioir of way. • )3leht of Wav Improvements: Within 120 days of issuance of certificate of occupancy of the 20` dwelling unit on die property, the owner shall provide improvements within the right of way dedication in accordance with the "Right of Way Dedication Section' shown on tale concept plan. Parking Standards: f. Sfnele Famfly Detached and Single Fandly Attached: The front farrade of single family detached and single family attached units shall face Proffit Road. No individual lot driveway shall enter directly onto Proffit Road; driveways shall only enter onto the internal road network. The undersigned Owner hereby proffers that the use and development of the Property shall be in conformance with the proffers and conditions herein above. This document shall supersede all other agreements, proffers or conditions that may be found to be in conflict. The Owner agrees that all proffers shall be binding to the property, which means the proffers shall be transferred to all future property successors of the land. WITNESS the following signature: Albem: Ie La d D w lu r t LLC By:_ COMMONWEALTH OF VIRGINIA 91" /COUNTY OF kbe-1 taf1P_ , to wiC The foregoing instrument was acknowledged before nie this P!/ lay of 019 by Albemarle Land Development LLC. `fy Commission expires: merr_k 3/ .20a0 c rJt-r,t'ie, l�L. Notary Public Barbara U. Chumley NOTARY PUBLIC or < Corn —wealth of Virginia My Calm . sion Ea m March 31, MCI SHIMP ENGINEERING un" aw.N,NS (SITE DESIGN I civ.L —NE-Nc I vtioIECT—CE—T Design Focused Engineering aalP9n sure, ane. -o TH C1,: JUSTI SSHLUIP 3 4518 �Q4 �A'vslnunt. S✓�� INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA PROFFIT ROAD TOWNHOMES SOUTH SUBMISSION: 2019.11.04 REVISION: 01 - FILE NO. 18.041 PROFFERS SHEET C2 OF 5 C2 I 1 L Dense Trees -o- POLE onu—anu or+u— .,�<s=—� �- anu = aiu—aiu—ottu=au—auu =otru 0� \ I oHu—au—au� u :6 �e— POLE 1 POLE �I C G Onn N2 4. 8„E S, / �\ 00 P 2�. 8 0 o fl v %A (REv 1. o \ \ % I 1 o T ATI % ) II s T.M. 46B4-5A l 0 �VELL qR I I \\I \ �\ ROB RT G. PETCHEL & � \ v � % ° KAT LEEN—O-PETCHEL \ % �% I \ \ C P.B. 4296-686 -- \ �,� EX. GRAVEL x \ DRIVEWAY TBR D.B. & 12 PLAT \ � t D.B. 1069-2 & 29 PLAT \ \ D 9 —443 PLAT \ \ \ N ONED R1 \ \ \\ \ A \ EX. BUILDING \ TBR _ I � o�\ \\ \ \\ \ ✓ —� I CPS / a 0 TREES TBR \� \ \ /,' \- \ m N \ \\ 1 TR ES TBR d \v \� "k 1 vvv , \\ $ 1 T.M. 32-29D \ \ Co m MAPLE GROVE \ \ 32-35 z < \ CHRISTIAN CHURCH 3.20- ACRES �' c I' ➢ D.B. 2303-626, 1 D.C. 630 THRU 633 PLAT i \ ALBEMARLE LAND --_y I \ A 1 D.B. 1406-131 PLAT DEVELOPMENT, LLC D.B. 1011-131 PLAT /� ��D.B. 51 60-296 �� V 0 D.B. 781-200 D.B �512-516 PLAT \ D.B.-294-555 PLAT J� Z\ NED R1 5 \\' Q ZONED R1 Q 00 A I II Q� \`^TREES TBR / 1 _ M I 1 1 1J1 1 15' NONEXCLUSIVE o `D RIGHT I I " 1 AND EGRESS ( OF INGRESS ( ` 1 co -------- �.B. 505-615) J FFiT-T I � G --- �p144.69 _— — EX. GRAVE GRAVE _C� N�6 0859"W 16950DRIVEWAY T L R I I I \ 1m I I SHIMP ENGINEERING 11e vunN.na 11111 o[sicN III' I o.ciN[[arvc I Faa[c7 Mrwac—.1 Design F--d Engineering CM1mla�mcwk. VA 2.902 P 9 efn9sam T11 4 `J�� 2 Juspb,R!SHLb1Y 1, No. 45193 LOQ� �FSS/nver. e�`� INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA PROFFIT ROAD TOWNHOMES SOUTH SUBMISSION: 2019.11.04 REVISION: 01 - i t Dense Trees — 0�10 C� l � 1 F� FILE NO. 1 $� 18.041 EXISTING CONDITIONS Z d 1 SHEET C3 OF 5 20 0 20 A 0 I, 1 00 n� Scale: V=20' C,"^l) V OG��Z o O LOT 31 0 I s FFE 527.5 (cD' LOT 30 FFE 527.5 w LOT 29 ° n FFE 527.0 0 LOT 28 FFE 527.) LOT 27 FFE 527.0 I z 0 J 0 i I ,tea � U' I I • LOT 22 � rn o - FFE 526.0 - LOT 23 - FFE 526.0 LOT 24 FFE 526.5 LOT 25 ° FFE 527.0 LOT 26 0 � FFE 527.0 0 . I • Q I l I I 1 -�r POLE ,� I I �l OHU-OHU= OHU-OHU = OHU-q1U-OHU=OHU-OHU-pHU-pHU-OHU_ OHU-OHU-OHU _ q1U-OHU-_OHU'=OFU-rvA��HU-POLC POLE I i O N2.2'24'08"E 482.68' i 2 .58 l I' o .o I 3.196 18.0 �1 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 .00' FFE 531.0 FFE 531.5 FFE 533.0 FFE 534.0 FFE 534- I FFE 535.0 FFE 534.E FFE 534.0 FFE 533.E I O o I I 20.00' + 20.00' o ACCESS EME NT '�i ii�h ��J. �• _ ��,��I 11 a�i oil i1�� q',�) N�} Iait III '. in lAl I QIYn 6 iuI ni�i�tii ili ? r ^ i e 42.00' x x -x x LOT 16 ��. I F FFE 528.0 0 x x „ I l 2,000 SF TOT r LOT 17 - I I LOT i FFE 528.0 L x x LOT 18 N I Lx -x -x x - 1 ~ ' n FFE 528.0 le. 0 m LOT 19 mI I A D FFE 528.5 m I A oI i 5,000 SF OPEN a ' LOT 20 SPACE I I FFE 528.5 1 I LOT 21 I 1 oZ 27'59'12AV I I I I I I I I I I I I I I F�5g.5 r IV1�, LOT 10 532�0 r FFE _ 1 � L0 g32.0 FFOT532.5 T 13 FFO 532.5 - u r LOT 140 I ,ig i PROPOSED ROW (��i��, DEDICATION 35.5' WIDTH • �� LAN J"' I II 1 I FROM ROAD CL I I � I Iff, 'oIi'r��11�nF^a� �-'i�?'I uriPl,uilll��ll�I�'14 III (� I ��III R 42. o i 1 FF 053 .5 0 1 FFEO LOT FFE 53 'S 9 501 ej . • ' LO FFE 53 •0 1 1 Z I ' . I ai cn � o . -•10� � o 0 1' 1 42.00' 'aa� ' •� ' � FFE 53 0 (5 •o 0 m l 1 i ? e 11 m 53Ul 'S FFE v 1 �) �I � � E 53 •5 1 � L, � FOE 533.0 (N mi, - FFEO 53 .0 rn 1 1 144. 9 v QaI fn �p S26'08'59"W 169.50' Z �� Z 1 SHIMP ENGINEERING --NNNG ISTE DESIGNOV LENGnEEnNc I I-ECT NT psCrac9 dEn9 sv re vn 22ssneer n9 s e s JUST[�iL1C!SHL�IP OlX� 11. 4519 C``CC�� aJJJJJJ A'S'S""- BT�� INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA PROFFIT ROAD TOWNHOMES SOUTH SUBMISSION: 2019.11.04 REVISION: 01- FILE NO. 18.041 SITE PLAN SHEET C4 OF 5 C4 �j Q 1 I 1 _ A� ( 1 o r � �J 1 oriu-oHu onu-onu- onu-.u-anu-oHu-oHu-or�u / -n-��_ G�� POLE onu-ottu-ahu-ottu-ouu- � Ta+u-oHu `oHu-� �_ emu- \ -- -� -- -- -- -T -/ POLE 1 i ,. .:,:� PROPOSED ROW �i: y w H: T "' ,:it;1 .R ti a i.:,at,l . i..... „u i:, - . >s, 4 .ii ..i. .,.. G:. ...,..�k' .... _.ik.,a'h,r il:. a ii. ..ii ...,.. n.:ns.,a„,., ....h i.i.ki:.... .._ i;'..r..� _. F p �, �.. ,F , R Li `� � 5 5 WIDTH y k-� ,� �� DEDICATION 3 �.... � , � .� it � .. • � . c, „� i � i ��,: l i 1 1 ..,la.,...0 , � � ,.�„--, i ,.,,,rd� FROM ROAD CL .. ;., ,.,, �..: O „•. .� i ii ,:,.�i t u::, .�V i ,ti i�te •.' _.: . . ,:z.. •i...t, i �. .i.:.. ..t .:.t . .. .. .:. .. .... ... ,.:, 'J, ....r. �7 r ,,, i :. r• i s � . , A � LOT 31 � .. il i._p _ ,.. ,.... it i I: I . i....a ........ .., ........ .. ..... i h i : ,....,:..,. ,,: I, . FFE 527.5 ��.,� �11 a., $ _26 SA 0 k� V. 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N �� a 3 9 ro x m p l�l h,�1� 1 FFE b 5. -< t 1 gp t T[t of LOT 24 I 1t�� 11A7 -_FFE- 526.5 2 "ihili��L \ x R LO _ / - I IiQa I LOT 18 �� FFE 5 '0 '""W""" �i FFE 528.0 �k �i 1 t lillii: $ JUST] .45183 LOT 25 O FFE 527.0 �t r �� LO 12�iw �ni� I LOT 19 FFE 532.5 '��1 1/ FOy 5 i gas a T(N FFE 528.5 1 hp ah �� F535.0 1 stoWAl LOT 26 _ FFE 527.0 F 26 rti LOT 20,L0� A35 _E FFE 532. _ 1� tii T 6 INITIAL SITE PLAN ,i,` r t FFE-528 5 1 53 u / � ,gyp � u � RAIN -GE EASE AENT� � � .� � i,i� '�' 1 FFE 'D � � � � � ALBEMARLE COUNTY, VIRGINIA AA 1 hl��' 1 I 1 PROFFIT ROAD ---- L ° it�� T , LOT 21 � � FFE 53�3. _� �9�i i+1 �°��va � 4.5 1 TOWNHOMES 528.5 53 1� H 2e'st F o SOUTH 533.0 m E o r= 3h k ' SUBMISSION: j - - - - - .04 �� a � -- - -- � _ REVISION: r - FF 1 a o m 1 --- o 1 01 I - � I 11 i I o I I � o I � I\� FILE NO. 18.041 / c 0 -- ---- --�\ / �� GRADING & UTILITIES / 0 0 V II SHEET C5 OF 5 20 0 20 40 60 C 5 Scale: 1'•=20'