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Home My WebLink AboutSDP201900064 Plan - Submittal (First) Initial Site Plan 2019-11-04INITIAL SITE PLAN LEGEND EXISTING NEW DESCRIPTION boundaries BENCHMARK SITE PROPERTY LINE ---------- ADJACENT PROPERTY LINE VACANT PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT site text NOTES 10 10 PARKING COUNT z4.00' DIMENSIONS ground GRADING EASEMENT 310- 10- INDEX CONTOUR - - 312- - - 12 INTERVAL CONTOUR 311.5 x 57 81 X SPOT ELEVATION 311.5 TC 57 81 rcX TOP OF CURB ELEVATION �11.5 TW 81 TW 57 X TOP OF WALL ELEVATION B W x 57 X1 eW 811.5 BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS building BUILDING ROAD -EDGE OF PAVEMENT ------------- ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER /7N /F-N CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE f� r� HANDICAP PARKING material CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT W W GRASS EC-3 MATTING EC-2 MATTING . ........ WETLAND TREELINE - x x - - x x - FENCE STREAM utility UTILITY EASEMENT f f UTILITY POLE ® ® LIGHT POLE -oHu OHu oHu oHu OVERHEAD UTILITY O O1 MANHOLE sanitary & sewer STORM LINE - RD RD RD - ROOF DRAIN q q DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT STORM SEWER EASEMENT SANITARY LINE - s - s s - SANITARY LATERAL SANITARY EASEMENT water - w w - - w w - WATER LINE 0 WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT gas -GAS GAS -GAS -GAS GAS LINE PROFFIT ROAD TOWNHOMES SOUTH OWNER/DEVELOPER Albemarle Land Development LLC 1949 Northside Drive Charlottesville, VA 22911 ZONING R15 - Residential per ZMA 201800019. See proffers Sheet C2. SETBACKS Front: Minimum 5 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Maximum 5 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Side: Minimum 5 ft, unless the building shares a common wall Rear: Minimum 20 ft DISTRICT Rivanna SOURCE OF TITLE DB 5160 PG 296 DB 512 PG 516 PLAT SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. (April 15, 2019) w/ topography provided by Axis Geospatial, LLC (March 14, 2019) BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005 (Community Panel 51003CO285D) this property does not lie in a floodplain RESERVOIR WATERSHED This site is within the Powell Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. ITE Trip Generation ITETripGen, 10th Edition AM PM Use Description I ITE Qty in out Total in lout ITotal Single Family Detachedl 210140 Units 9 26 35 291 161 45 Trip Generation reflects AM and PM peak hour traffic. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. 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 water and sewer pipes shall have a minimum of 3.5 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. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716 shall be notified 48 hours in advance of any anticipated road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT." "All areas excavated below existing 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 surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." "water lines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron 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 runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. BUILDING HEIGHTS Maximum Allowable: 65 ft Maximum Proposed: 30 ft EXISTING USE Single Family Dwelling PROPOSED USE 40 Single Family Attached Dwelling Units, 13.6 DUA Maximum Disturbed Area: 3.32 acres LAND USE SCHEDULE (Does not include right-of-way dedication area) EXISTING Area % Building 2,458 SF 25.3% Travelway 7,244 SF SF 74.7% Impervious Total 9,702 SF 7.6% Open space 118,416 SF 92.4% Total= 128,118 SF (2.94 ac.) PROPOSED Area % Building 33,000 SF 43.2% Travelway 43,401 SF 56.8% Impervious Total 76,401 SF 59.6% Open space 51,717 SF 40.4% Total= 128,118 SF (2.94 ac.) OPEN SPACE Required minimum of 200 square feet open space per unit, not to exceed five percent of gross site area. Site area = 128,118 SF Required Open Space = 6,406 sf Proposed Open Space = 7,000 sf (includes 2,000 sf tot lot) PARKING SCHEDULE PARKING SCHEDULE FOR TMP 32-35 MULTIFAMILY PARKING: TWO OR MORE BEDROOMS, 2 SPACES PER UNIT. 80 PARKING SPACES REQUIRED 89 PARKING SPACES PROVIDED TOTAL REQUIRED: 80 PARKING SPACES TOTAL PROVIDED: 89 PARKING SPACES SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Louisa County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. TAX MAP 32, PARCEL 35 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1°=1000r AIRPORT CENTER �} a � [.JJ Airport Road Auto Center T$0$ SITE Wall -greens ProAFir Pi S PRING FIELD A 8 1 N G T 0 N PLACE The UPS Store r * Target FoodL�r�r� j FOREST RIDGE nrnrwourt Grill � ti riot }' Holly Memorial Map provided by Google.com SHEET INDEX C1 COVER C2 PROFFERS C3 EXISTING CONDITIONS C4 SITE PLAN C5 GRADING & UTILITIES APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date T 52T +� FORIE T LAKE a�T SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com ��ALTH OF J v JUSTISHIMP a 6.45183 �1`SS/DNAL _0 INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA PROFFIT ROAD TOWNHOMES SOUTH SUBMISSION: 2019.11.04 REVISION: 01- FILE NO. COVER SHEET C1 OF 5 18.041 C1 Original Proffers X ii. Multi -Family: Off street parking serving multi -family structures shall be Amendment relegated to the side or rear of buildings adjacent to Proffit Road and shall be accessed from the internal road network. • Residential Units: A maximum of forty (40) dwelling units shall be built on the PROFFER STATEMENT property. pill M 1111161L'] Tax Map and Parcel Number: 03200-00-00-03500 Owner: Albemarle Land Development LLC Date of Proffer Signature: June 26, 2019 Rezone 3.198 acres from R-1 to R-I5 ALBEMARLE LAND DEVELOPMENT 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 the 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 an 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 Shimp Engineering P.C., dated December 17, 2018 and last revised June 24, 2019 and shall reflect the following major elements as shown and noted on the plans: • Right of Way Dedication: Concurrent with recordation of the first subdivision plat of the parcel, the property owner shall dedicate a portion of the property along Proffit Road, as shown on the concept plan, ta.public right of way. • Right of Wav Improvements: Within 120 days of issuance of certificate of occupancy of the 20t dwelling unit on the property, the owner shall provide improvements within the right of way dedication in accordance with the "Right of Way Dedication Section" shown on the concept plan. • Parking Standards: i. Single Family Detached and Single Family Attached: The front facade 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: Alhem le L d v to t LLC By: COMMONWEALTH OF VIRGINIA 4;��Y/COUNTY OF 41 bi_ Aa_r�t , to wit: The foregoing instrument was acknowledged before me this v44 "*day of .J We, 2019 by Albemarle Land Development LLC. My Commission expires: M6,rc!1, —311, a 6a0 Notary Public U .Barbara U. ChurMey NOTARY PUBLIC Commonwealth of Virginia Reg. #1187406 My Commission Expires March 31, 2020 OWNER: Albemarle Land Development LLC 9V a. , v 2. INTERCONNECTED STREETS AND TRANSPORTATION NETWORKS: Upon demand by the County, the property owner shall prepare and record, at its sole By: expense, a deed or other instrument (collectively, The "deed") establishing an access Title: easement for the purpose of providing interparcel interconnectivity. The access easement shall be for the benefit of Tax Parcel 03200-00-00-029DO and Tax Parcel 046B4-00-00- 005A0 and its owners and users and shall be located to provide access from Tax Parcel 03200-00-00-03500 to any future road on Tax Parcel 03200-00-00-029D0 or Tax Parcel 046B4-00-00-005A0. 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 maintenance. Albemarle Land Development LLC LLC Member Tax Map and Parcel Number:03200-00-00-03500 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Charlottesville, VA 22902 Phone: 434-227-5140 shimp-engineering. com ��ALTH OF J v JUSTISHIMP a 1� 6.45183 �161SSIONAL 'PCs INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA PROFFIT ROAD TOWN HOM ES SOUTH SUBMISSION: 2019.11.04 REVISION: 01- FILE NO. PROFFERS 18.041 SHEET C2 OF 5 C2 -A 0� I I POLE o 0HU OHU ---/L- OHU OHU OHU OHU OHU OHU OHU OHU HU;-7� / — — — — — — — OHU OHU OHU OHU HU U—��HU POLE POLE 0 \ � I �'p \\ \ OG�0� B 0� \\�0 2Z Co O N O n C- R � I �I I O � \�_------ -c i \ — —-- ---- - - - 0...... Dense Trees \ c I — -53.e x D.I D.E � � _ 0 v �o 1 - -A TREES TBR - rn rn I cr \ \ N C \ I TREES TBR\ v A 0 \Ln 0 0 0 T.M. 32-29D rn —� �T. M. 32 35 � � / z � � MAPLE GROVE 01 CHRISTIAN CHURCH 3.20 ACRES I _- -- D.B. 2303-626, I ALBEMARLE LAN_D __ ------ ----- ----- -- D.C. 630 THRU 633 PLAT I \ I DEVELOPMENT, EEC -- \ D.B. 1406-131 PLAT I 0 � D.B. 1011-131 PLAT D.B. 51602g6 D.B. 781— 200 --- - 0 ---- D.B 512516 PEAT O \ o / - 0-.B. 294�555 PLAT z\ N ED R 15 \ ��\ \ �I Q 00 I / 0 ZONED R1 \ I w I I o O � 0 � / 0 � , I - 0 `{ O�fREES TBR -- — — �- \ �I w i O 0 0 O - 15' NONEXCLUSIVE / c I ONEXCLUSIVE I � I -- -- -- --- - RIGHT OF INGRESS 0 _ _ AND EGRESS (D g 5 _ \ I -+ 05 61 G 5) � \ c i— ----__ - \ I --- ------ Q J - - _ _ 144.69 EX. GRAVEL � m / �� S26°08'59" DRIVEWAY T R z 0_ W 16 9.5 0 —� SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com �N'LTH °F J v JUSTI0SHIMP a o. 45183 &SIONAL INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA PROFFIT ROAD TOWN HOM ES SOUTH SUBMISSION: 2019.11.04 REVISION: 01- / � Dense Trees �\ \ e o\ Z o FILE NO. I by 18.041 G % EXISTING CONDITIONS oti ( \CO SHEET C3 OF 5 20 0 20 \ 0 I 60 \ \ Scale: 1 "=20' C3_ O o � LOT 31 FFE 527 55 0 io LOT 30 FFE 527.5 w LOT 29 0 D FFE 527.0 o i a LOT 28 FFE 527.0 LOT 27 FFE 527.0 LOT 22 f I l FFE 526.0 LOT 23 FFE 526.0 N —20.IOC -23.00' In PROPOSED ROW DEDICATION 35.5' WIDTH I FROM ROAD CL I I I I I ° ao I I 0 0 4200 I s, PR VATE ROAD A LO53 5 0 ° ° o o FFE O 2 °I I ° ° 8 0 ° � 0 tL r T 0' � I ' FF� 53 •5 42 0 ►0 � ° ° ° ° � 0 o ° o I x x x x I °, LOT g o 0 o _ 16 cs ° FFE 531.5 O , ° ° O 28.0 O X X — LOT 9 5d� FFE 53 5 1• '0 °0 .50 I I > X 2,000 OST TOT X _ ° LOT 10 I I LOT 17 FFE 532•0 0 '� ° z -77 FFE 528.0 1 I I I LOT X X o FFE 53 •0 I FLOT 526 5 ° ° �— 11 �� o a N, I x x x x LOT o _ I D LOT 1 ° I 532 00 I N 0 8 ° FFE � 25. FFE 528.0 I '� 0 I I o LOT 25 FFE 527.0 ; co �i 12 , 00' �, I P r� LC 32•5 I 42• o I = CD LOT 19 m I FFE 5 _ I � _ N I o FFE 528.5 D I° y LO 53 0 LOT 26 o i n v° I cn cn 0 rn O 5 000 SF OPEN '' ' N ° I FFE 527.0 o ° , � LQT 13 � y , v, ° I I LOT 20 SPACE FFE 532 5 U, ° O o FFE 528.5 I I r �', LOT -+ 53 .5 y v I — i i I n - ° I LOT 140 I 0 o I 533• 0 LOT 21 FFE r T ([� 528.5 I ° , I ' FFEO 53 .5 a I 27°59'12 - - — 15 Io o � LOT ~+ FFE 533.0 I c m FFT EO 53 .o ° m I O I = I � I ' � m S26°08'59"W 169.50' o �- Z 0 0 a - 1 i O I I N I , El S C I O C 1 I� C0 I O I POLE o OHU OHU — CHU OHU — OHU OHU OHU — OHU OHU OHU— OHU OHU — OHU OHU OHU _ OHU OHU _ OHU OHU �U �-CHU DuiO L POLE I 0 O of I 2 Zo N22°24'08"E 482.68) 2 .58 456.10 0 ALLEY A rn EMERGENCY ENTRANCE = I � °o ° I � � c 16.b0' ° O ° N = I o° SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com NLTH �A G o J � v JUST�SHIMP a o. 45183 SIONAL V, INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA PROFFIT ROAD TOWNHOMES SOUTH SUBMISSION: 2019.11.04 REVISION: 01- �yG FILE NO. G 18.041 SITE PLAN O,y 1 G \ ti—z \ 2 \ SHEET C4 OF 5 20 0 20 40 � 60 Scale: 1 "=20' C4_ I o y - -- / --AI� - POLE \ / A \ o \ OHU OHU OHU OHU OHU OHU OHU CHU OHU OHU OHU OHU OHU OHU OHU ---7� U OHU �OHU � OHU �U P O L E POLE \v � 8 R I I PROPOS EDROW2 \ ALLEY A 3DEDICATION 35. 5' WIDTH LOT 31 �XFROM ROAD CL �I CA 527.5 w l o -26 SA LOT 0Q 32 �E-575 34 N LOT 29 ° LOT 32 LOT 33 & 34 LOT \35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 _ '325� , o a FFE 527.0 a o FFE 531.0 FE 531.5 FFE 533.0 FFE 53�.0 FFE 534.5 FFE 535.0 FFE 534. /FFE 534.0 FFE �53 -5 Z,,-- rn ° I Il\ \ \ \ 32 I W3478 o m3a X LOT 28 �=/ m 2 FFE 527.0 0O z D 370 I I � I a \ ° o < 00 � o 0 0 \ LOT 27 I - --- 28 - -- --- - - -- - / o - c FFE 527.0 I 8" SDR-26 SAN 8" SDR-26 SA o � �`�6� DI � /� �/ ,, - � � � a I ° w w w -�� w �w w bow w w w w w �� wow w w I \ \ PRIVATE GAD D A i LQT 1 5 \ 15" HDPE 15" HDPE \ o o F E 535 \ ,L� A-- C�S /� - - - - I � __ - 3 � I o DI-3C W ° / -- 30 a \ I EIR-WALLI �\ 7S» �T 2 I I I N I < a \ ° _ I L 5j5.5 , I FFE N N LOT 22 FFE 526.0 ° IFT] a LQ �9 I x I T 31 5 LOT 16 \ ° I FFE 5 _ _ �O J FFE 528.0 X _ I LQ�S3 5 �1 ° \ _ > I FE ° o I LOT 23 I o ��, c� I o I -� F ' 1 I 0D z - I rn I I FFE 526.0 I n / \ ° X o QT I ,_X -- ° L10 I I ° ° \I / LOT 17 z 00 532.0 CO FFE 528.0 I �--u 0 I �FE 1- LQT r \ ID FFE 535. I ° LOT 24 � \ � - FFE- 5.26T5- - - I x`� / LOT 18 \ IG a LE 5 2.0 FFE 528.0 ° FF LOT 25 I CY) FFE 527.0 / LQT CO.2 \ / ° I \ _ I LOT 19 I FFE 532 5 \ to I/ - - - - - FFE 528.5 I N I FO 535.0 ° o I \ I LOT 26 � _ FFE 527.0 26 ° LQT 13 I z I \ I I I _LOT 20 FFE 532.5 16 ' ° o I o FFE-528 I DRAINAGE EASEMENT / I LQ 534.5 o I ° FFE ° -p L �.0 o ° cn LOT 21 FFE 531 l a I I 1 ° 1 2 528 5 I I i - - - 75 I ° FFE 534.5 ------ 29 533.0 I I ° c 8cn --- -- --------- 28 - 250 �FFO 534.0 ° o° c rn I o I I rn -75 � \I e 416 G 20 0 20 40 I 60 Scale: 1 "=20' SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com G o J � v JUST�SHIMP a 0 o. 45183 ZSSIONAL "� INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA PROFFIT ROAD TOWNHOMES SOUTH SUBMISSION: 2019.11.04 REVISION: 01- FILE NO. 18.041 GRADING & UTILITIES SHEET C5 OF 5 C 5